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0322 FALMOUTH ROAD/RTE 28 - Health
322 Falmouth Rd Hyannis r YOU WISH TO OPEN A BP INESS? For Your Information: Business Certificates cost $30.00 for 4 years. A Business Certific to ONLY REGISTERS YOUR NAME in the Town (WHICH YOU MUST DO according to M.G.L. - it does not give you permission to operate). You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1`� FI., 367 Main St., Hyannis, MA 02601(Town Hall) and get the Business Certificate that is required by law. DATE 6 P v Fill in please: APPLICANT'S YOUR NAME/CORPORATE NAME j IV%55u , tZ 'C. BUSINESS YOUR HOME ADDRESS:") a i�h l"',1--�� Ll 5,5- �� �O -rot 0(�l-kdtu A 56 -77/-3G3� _413 -�35— )ob )— G TELEPHONE # Home Telephone Number NAME OF NEW BUSINESS G W S,�(Afl i c (qdc (o4 TYPE OF BUSINESS aiMb�! IS THIS A HOME OCCUPATION? YES NOLJ , Have you been given approval from the building division? YES NO , ADDRESS OF BUSINESS `3 f c for E- MAP/PARCEL NUMBER -04 When starting a new business"ereare sever things you must do in order o be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St.'— (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER'S OF E This individual has been i ed of a y ermit requirements that pertain to this type of business. MUST COMPLYWITH ALL HAZARDOUS MATERIALS REGULATIONS Authorize ignature** COMMENTS: " 2. BOARD OF HEALTH This individual h b n inf rme of t e p r 't r uirements that pertain to this type of business. thorized Signature** / COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. 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S�fi" �G�r� "S�t� �•(��`,�^"r2's�,,"r } ` ""' r�}�'�+�. ytix�P�{C i^Y,.`r'�'�r.�'*1���,#;3_ ��*rt��,s�us•"+ n �t ��.�r„�,y 4g. p z n •� x / �d'"Mt k��' �jt r.;,:-�rN.rrf' �x't a5- x`s . t .rs 4 y4} ,IpK r#`..: 'wt� j �J� �`9E #sR11 WE a , hit t � r3G ,.:y' } 3tt ���I �t�yk�i.'P" fA.. ��dr �,}�,h'11� ��5c'(:C' �ttt�''a�pi�,• � -' 6' f� �. � F}�'�:'rTt�+.�f� 1 � 2` ``�v1,At{.,•fi�a`�^� !-+} ,�C•�'? r ;,1\. ` �tx� rar.FJ'JI_r-oxaa j �k.�'� .. [�, � t � � � � .1, ��py,."Y9���: :; " ,�r�� �r� .�•'�i�"r4.1� �+ ri°.?�.-y'"��^pL�,:��, r frtis ;k�'�1,r afr �i. , � �; ��;,�',. �, r-�1 *' � `• a1...e"4 t'Fi�`{�' .�• '�? +:' ,3fx �^^ry fig, + r �, ;'f .•T y'.•t+& ",' t; ., {;� .`;t�' 6! f x'M{r... �i Ij� a 1 ,9• ! � ya � 4 •iQ' X t .r• la. yy�w�i-{{Y� ;a+. /� f�> \r.. b,� it J ' T� f✓� ° .ill •# � � L f�. �'�"a 1� ��k j��; 3���� �� ��im � � ���� The Board voted to approve the variances with.the I/A system with the following conditions: 1) record a 3-Bedroom Deed.Restriction with the Barnstable County Registry of Deeds, 2) supply the Health Division with a proper copy of the deed restriction, 3) submit a signed monitoring plan with quarterly testing and after the first two years, they can ask the Board of Health to consider a reduction in the monitoring requirements, and 4) apply to the DEP for the I/A system. B. Jim, LeBeouf, LeBeouf Septic, representing James DeMarco, owner— 149 Point of Pines Ave, Centerville, Map/Parcel 230-072, 0.21 acre lot, septic variances due to site constraint, repair of failed septic system. David Mason, Engineer, and Jim LeBeouf were present. The Board voted to approve with the following conditions: 1) A 3 bedroom deed restriction be recorded with the Barnstable County. Registry of Deeds, and 2) a proper copy of the deed restriction be provided to the Public Health Division. Vill. Variance - Pool: Stuart Bornstein representing Ridgewood Avenue, LLC, owner Doubletree by Hilton Hotel Cape Cod — 287 Iyannough Road, Hyannis, Map/Parcel 328- 210-001, pool variance. The Board voted to approve the variance to the pool to allow the stairs with the condition that the rungs of the stairs will be painted a different color from the pool to assist in making them stand out. `X. Underground Storage Tank: Matthew Eddy, Baxter Nye Engineering, representing Balise Motor Sales — 322 Falmouth Road, Hyannis, Map/Parcel`293.010, install a 4,000 gallon double wall steel storage tank which is,a three compartment tank for waste oil and new motor oil. The Board voted to approve without conditions. The.contact name for the monitoring is Dennis Bolduc. X. Variance— Food (New):: A. Tracy Pavlas, owner, Hot Diggity Dog — 569. Main Street, # 11 D, Hyannis, Map/Parcel 308-444-OON, grease trap variance. The Board voted to approve the grease trap variance.to extend until whichever comes sooner: until a new owner is in the space, the five year lease expires, or five years has lapsed. At this point, in order to continue,a grease trap or a Trapzilla will be installed. B. Terri Perry, owner, Caffe' Crumb — 846 Main Street, Osterville, Map/Parcel 117-075-001, grease trap variance. The Board voted to approve the grease trap variance based on the submitted menu. Page 3 of 4 BOH 3/13/12 BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3`d Floor,Hyannis,MA 02601. TeC(508)771-7502 Fax: (508)771-7622 MEMORANDUM ! To: Thomas McKean, t From: Matthew Eddy, P.E. " Dated 3/9/12 , Re: Balise Nissan—Underground Storage Tang cc:` Jim Denias-Balise r - Dennis Bolduc, Bolduc Mechanical Services Please accept the following in response to your request for the verification of 5 foot separation between the proposed bottom of the underground tank and the Adjusted High Groundwater Elevation. Attached hereto please find: 1.. Adjusted High Groundwater(HGW) Level Computation. 2.. The Geotechnical Report, dated 8/21/2011; performed for the Balise Nissan site. Based on the Geotechnical Report, the observed groundwater elevation at the time of the investigation was 30.5 ft. The high groundwater adjustment calculation Has been performed and the adjusted a maximum HGW elevation is 32.4. The tank installation is proposed as follows: • The finish grade elevation,over the tank is 45.0. • Top of tank is buried at 2 ft below grade (in accordance with NFPA 30 -6" reinforced . concrete slab and 18" of gravel borrow base material) 43.0 " • Bottom elev of 64" diam. Tank_ = 37.6 ft. { - . '..* • Adjusted HGW is 32.4 ft. •,, • Separation between bottom of tank and adjusted maximum HGW Elev= 5.2 ft ji /-' Fy�tia o� q �Pd1A T TH a W. co CN " No.4 1 Fr!S I _ HIGH GROUND4W#1 TER LEVEL CQ9m TATI®N r Date:: 3/2/2012 Site_Location:; 322 Falmouth Rd. - perm.it "j Hyannis, MA Balise Auto Realty LP . *' Qwner: y Pho,ne Contractor:' Baxter Nye Engineering Phone: 508-771-7502 Notes: Groundwater -information taken- from Geotechnical .Investigation prepared by Briggs Engineeringt & Testing, for-Proposed Nissan Building"-'dated 8/21/2011. STEP I ;Measure depth to water.table I Q/ to nearest I/10 ft. ri y/ `i :(depth;is in,feet below and•surface') ?Dat 8/21/2011 ` 15.5 Boring - ���: I B-4 e .. mm/dd/yy fj feet below,Is:` STIE'P'3 ___ ' Using Water-:Level Range:Zone and Index Well 'Map I;ocate site-and deterriaine A)Approph&e index,well ��, - AIw-230 B.) Water-level:ranger•zon.e:. D 4-4.9 1 STEP 3' Usmg rnontfily""Current Water Resources C/YY Conditions"determine current depth to waterlevel for index well: 21. Provisional Value ST1E.Pr'4 Using,Table of Potential Water Level Rise:for. index,=well (STEP.2A), current d:epth:ao:water level for index well (STEP 3;}, and:water-I:evel zone,(STEP 2B) deterrrtin.e water=level` 1.9 ad�ustmenf: A 0 :STEP.s, Esti a`m to depth to.high water,by subtracting the; 13.6 water-level ad�ustrrient (STEP 4).frorn; p measured depth to water), site (STEP 1')` et iV;OTE*' Tatsles 1-.9 "Pdtential W, 3ter,Level Rise,"are attached as worksheets to;this fife. - Ground Elevation at'Boring B-4 = 46.0 ft Adjusted Depth toHigh Groundwater— 13:6 ft t ` Adjusted Elevation of High Groundwater'F= 32.4' ft. ' month[y:`,ndex_well data, www.capecodcon missaoTLord%wells.html •CAPELCOD COMMISSION i USGS OBSERVATION.WELL DATA , February-2012 ,To be used in conjunction with Cape Cod Commission Technical Bulletin 92-001, the USGS procedure for estimating high groundwater levels on Cape Cod, Massachusetts. ;• f The following water level measurements are taken monthly and will be available the last , week of each month. The Bulletin text, forms and maps are available online at: http://www.capecodcommission.org/departments/technicaIservices/water/groundwaterleveIs ' Water Level.Below Well Land Surface Datum Barnstable 23.0 Barnstable 247` _ 23.33 - Bourne `v 198 � � ;• ;.,: .,- ti - 32.26 .. Brewster 2l . �.�.` 9.22 , Chatham 138 24.19 Mashpee 29 7.91 - Sandwich 252 46.98 Sandwich 253 48.08 Truro 89 `* ` , k r t 11.62. Wellfleet 17 10.53 *Adjusted Provisional Value to use as replacement until well can be replaced k t • P i f - Potential water-level rise,-in feet, for use with -Table 1 index well Barnstable A1W-230 WATER r LEVEL _ ZONE A ZONE B ZONE C ZONE D ZONE E 20.5 0 0. 0 0 0 20.6- 0.1 0.1 0'.i 0.1 0.2 20.7 0.1 0.1 0.2 0.3 0.3 20.8 0.2 0.2 0.3, 0.4 0.5 20..9 0.2 '0.3 0.4 0.5 0.6 21 0.3 0.3 :s t '0r5 0.7 0.8 21.1 0.3 0.4 0.6� 0.8 0.9 21.2 0.4 0.5 0.7 0.9 1.1 21.3 0-A 0.5 0.8 r . 1.1 1.2 21.4 0.5 0.6 0.9 1.2 1.4 ' 21.5 0.5 0.7 1 . 1.3 1.5 21.6 -0.6 0.7` , ` , 1.11. 1.5 1.7 21.7 0.6 0.8 ` 1:2. 1.6 1.8 21.8 0.7 0:9 1.3 . 1.7 2 21.9 0.7 0.9 1.4 1.9 2.1 22 0.8 1 1.5 2 2.3 22.1 0.8 1,1., 16 2.1 2.4 22.2 0.9 1.1 1 1.7` 2.3 2.6 22.3 T 0.9 1.2 . f `1.8 2.4 2.7 22.4 1 1.3 P1-.9" '2.5 2..9 22.5 0 1.3 2 2.7 ;3 •22.6 1.1 1.4 . 2.1 2.8 3.2 22.7 1.1 1.5 2.2 2.9 33 21.8 1.2 1.5 y 2.3 '. 3.1 3.5 , , 22.9 1.2 1; 2.4 - 6 3.2 3.6 23 A-.3 1.7. 2.5 3.3 3.8 23.1 1.3 1.7 2.6 3.5 3.9 r . 23.2 �1.4 1.8 2.7 3.6 4.1 23.3 1.4 1.9 E, 2.8 3.7 4.2 23.4 1.5 1.9 2.9 . 3.9 4.4 23.5 .1 5 2 .. . 3.. .. 4 4.5 :6 2.1.4 3.1 23.6 1 4.1 4.7 23.7 1.61. 2.1 3.2 4.3 4.8 23.8 1.7 2.2 ,' 3.3 4.4 5 23.9 1.7 22.3 r 3.4-, 4.5. 5.1 24 1.8 2.3 3.5 .. 4.7 5.3 24.1 1.8 2.4 :,; 3.6 4.8 5..4 24.2 1.9 2.5 3.7 4.9 5.6 24.3 1.9' 2.5 3.8 5.1 5.7 : 24.4 2 2.6,, 3.9 5.2 •5.9 24.5 2 _ 2.T. - 4 ..5.•3 6'. 24.6, 2.1 2.7 4.1 5.5 6'.2 24.7 2.1 2.8 4.2 5.6 6.3 r24.8 2.2 2:9 4.3.. 5.7 6.5 T, 4T6.35 B x, i 47 I _-- .9 47.8 - �� 48 IC B0TOF 46.65 T0� I xL --ate- -------- _ C RET �: AREA BOC ` __ - o _ 45.0 � 43.5- ° S F .. - 45. - \ RD INV - TIC 46.3 41.67 45.4 5 BOC - -_ C6 4. 5 TOG---- - ° 45 _ �_ L _ x . 45.0 45 S,5 -. 45.2 1 ry LINT E 1. q 45 4 x 45.1 q 45.23 C „ 4 518 5 510. 'CPP X.i --� C 45��15. LF `45.1 \ -SAWC T 5.43 .. 45.3 - Ogg - 4 •22 00< •� RD INV = _ 44.3 4 5.6 45. 4 G.F4 :` 45.54. 4 X 44.20. f „o 1 SET IC s x 89 �lh 47.87 SERVE AREA 45 0 MAG/ o G.F.E.--5:58 6, ILo G.E.E.=45.34 45.34 0 'CPP 0 45.0 BOG - a D% zD 5.30 TOC o SPRINKL N R(90 D EL.=46.18 SEE G.F.E. M • . SI G RAL�RFC.I# G.F.E.= 45.51 - 45. PLANS FOR DETAILS 5 41go45.51 x 30C�68 C�q � 00 M 47 - N 1 - 0 �s ., -OC _ 47 4 4 GS 4 4 .0 BOC ' xP,K� ET i \ ' 50.0 w x %5.0 5. 0 oC- 2 2.50 ° 4 .50xT� \ \ 0 5 7 \46. .� boC -x-4b26� PVM /� VM 7.63 2 ` 45.40 \O�o x 46.69 VM 6LBb 4 47.6 1 5 boc`, _ f� xp �s 47.: i i 9. 2 o XI 4to ^M - `t �\ x 46 x3. r ; pxin x xx w 46. v ram., x45.53 .61 \PVM07 - \\;.. 8?2 r i P M i/4..9 7n up 7�Sff- PVM S I V�CATCH � no.,n PVM � ARENS -- ,13 r% 'd e 1 11 'a To St 1 - August 2l 2011 Baxter Nye E'n;gineeri:ng,& Surveying c/o Mr.-Matthew,,Eddy' 78 North.Street Hyannis; MA 02604 RE: Ge.otechnicallnvestig:ation`Report Proposed'.Nissan Hyannis:Building At 332 Falmouth Rd. (Rte 28), Hyannis (1arnstableh MA In accordance with your authorization of Proposal: No. .MA..02.1080.0`dated July 27, 2011, Briggs Engineering & Testing,s.A Division of PKAssociates (Briggs) has -completed our investigation of the subsurfacecondifions'at the above referenced location and completed this Geotechnical Report. ,- 1.0 Project Descr-iption.and Location . The ro osed ro'ect consists of'demolition of the front south portion of an existin p p project ( ) P g auto sales dealership building and replacing;the demolished: space with a slightly larger building,addition: Refer to the attachedFigure 1 for site layout including existing and , proposed building layouts. siteislocae&ontndeoFamouthn Road•(Rr oute 28) and is=abutted by Bearse`$ Way to,the.west and Corporation Street'to the east,: Barnstable Airport and traffic rotary are to-sated about 1:5 mikes e.ast;of thesite Hyannis f. ,arbor is::oeate:d: :.. . ..._ ,.. about.2.5 miles.so.uth of the site, ` Topography at the site and within 500 feet is,.generally level with several gentle to ;moderate-slopes.:Regional topography within one mile of the site generally slopes down to the south to Hyannis Harbor. Briggs visited thesite on June.30; 20.11,,and;observed,surface conditions'via;test: borings: Several utilities including electric, 'telephone and;water are supplied to the -existing build'ing.via underground and overhead utility limes;. www.briggsengineerin com" 100'Weymouth Street.—unit B-1, Rockland MA 02370 Phone (78:1),871-6040 Fax (781)B71=7982 Offices in Boston and Cumberland.Rl t Geotechnical Investigation for Proposed Building Addition 332 Falmouth Road, Hyannis, MA August.21, 2010 Page 2 of 10 2.0 Subsurface Explorations The subsurface conditions at the Site were explored under the supervision:of the undersigned Briggs' Geotechnical Engineer. The explorations consisted of advancing four (4) test borings around the perimeter of the proposed building as shown on Figure 1. The borings were terminated at 21 to 26 feet depth. The borings were advanced on June 30, 2011 by Able Soils— Earth Tech., Inc. of Harrisville, Rl_ The borings were ck mounted boring rig using solid 4 inch inside diameter casing in accordance with ASTM D1586, "Penetration Test and Split. Barrel Sampling of Soils". Standard Penetration Tests (SPT) were performed at five foot intervals or more frequently as noted on the attached test boring logs. Soil samples were field classified by David Geisser, Geotechnical Engineer on a full- time basis using the Bermister Soil Classification System. Soil descriptions by Briggs are-presented in the attached test-boring logs. 3.0 Subsurface Conditions Soils stratigraphy consists of grass and topsoil or asphalt over sandy fill and subsoil (at. B-4),. underlain by sands and silty sands. Asphalt Pavement. Bituminous asphalt pavement was encountered in borings B-1, B-2 and B-4 at grade to. a depth of 0.4 feet. The other three borings were advanced in landscape areas, free of asphalt. Silty Sand Fill Silty Sand Fill consisting of fine to medium sands with trace (less than 10%)gravel, trace to little (less than 20%) non-plastic fines (silt) was encountered to a depth of 1.5 to 4 feet belowexisting''grades. The fill is grey-brown and"Medium dense to Very dense with SPT N-Valued of 11 jo greater than 100.. Topsoil Silty sands with trace organic content were found in B-3 to 1 foot depth. An N-Value was not recorded within the topsoil zone as.a full 18 inches of topsoil would be necessary for N`-Value recording. Subsoil Silty sand with about 1%0 organic content was encountered in B-4 below the silty sand fill from 4 to 5.5 feet depth. The subsoil contains mostly fine to medium sand with little silt. This layer is light orange brown and medium dense with an N-Value of 11. 1 SPT N-Value is the number of blows for a 140 lb. hammer falling freely throe h 30 inches, required: to advance the standard split. spoon. sampler the last 12. inches of an 18 inch sampling interval. Geotechriical Investigation for Proposed Building Addition 332 Falmouth Road,,Hyannis„MA August 2tj 2010 Page 3.of 10 Sands and Silty Sands Undisturbed sands were encountered in each boring below the fill soils to the full depths of borings at 21 to 26 feet: These deposits have generally trace,gravel and trace to little silt. Silty Sand was encountered':below the silty.,sanid:fill a Boring B=1. only. These granular deposits are-medium dense to veryd'ense with SPT N-nalues ranging from 9 to ; -greater than 71. The granular soils are�ge.n ere lly light brown in color. Refusal . No refusals were eh.countere`d'iri any of the borings: 3.1 Groundwater _ .. j......... Upon completion of each test borinCeaindat]!L,atertimes' to three hours later, a tape measure with hollow,"plunker" devi lo i e bore-hole to measure water F that mght have seeped into the borehole during,penetration of the boring and/or after removal of sampling.equipment. Groundwater was encountered in B-3 at 16.2 feet after two hours and 15.5 feet in 13-4 gat three hours. The other-two holes collapsed at 14 feet upon'removal:•of drilling equipment and:the base ofhole.uva's dry indicafing groundwater is deeper than..14 feet depth at those:two locations, Groundwater`levels may be affected by local'anomalous conditions such as underground utilities or confining silty oriclayey•soils as-well as seasonal factors and y thus Ma. .. nt the level to be encountered;in the future, Generally;, ter levels are hi.ghes R and:lowest in the late fall. These roundwater de the were measured in late Jul w : roundwater elevations are - : la p Y g; . d to be deeper'than springtime:depths. Based groundwatet measurements discussed. above; Briggs concludes that stabilized groundwater is at a depth of 1.5 feet below,existing,grade: . ,{ - 4 0 FINDINGS CONCLUSIONS AND-RECOMMENDATIONS 4.1 Foundation.Design We recommend that the proposed.building be supported on shallow spread`footings bearing on the undisturbed inorganic granular soils_(sand and silty sand) and/or, Structural till over fta. ranular siabgrade. Conventional footing would consist of continuous wal_I and.spread footings. Footings should be sized for an`allowab.le beanng'capac ty of 2.0 tons,per square:foot (tsf) for footings with a 2.feet minimum width.- The allowablo7beating capacity is for all. y combinations+of live and dead loads with a 33 percent increase allowed for seismic and, wind loadings: Geotechnical Investigation for Proposed Building,Addition- 332 Falmouth.Road, Hyannis, MA August 2;1, 2010 Page 4 of 10 Strip footings should be at least 24 inches wide and isolated column footings should be. a:minimum of 36 inches. The bottom of all exterior wall or column footings should be a minimum of 4.0 feet below finished grade to provide adequate protection against frost heave action. The 4-foot frost depth would also apply to foundations in un-heated interior areas, if any. All footings should be°installed at relatively consistent depths. Exterior footings would typically be about 2 feet deeper than interiors footings. Footings should not be deeper than a. Line drawn from adjacent footings at a 2H:1 V slope. Total settlement due to the compression of the bearing soils should be less than 1 inch and the total differential settlement should be less than 1/2 inch and should pose no significant structural problems. Transition from the existing shallow wall footings to the proposed shallow wall and spread.footings should be simple. The new footings should match bottom of existing footing grades and step up or down moving southward away from the existing.footings as necessary to maintain at least 4.0 feet of burial depth as site grade gently falls to the south. Steps should be no steeper than 2; H : 1 V. The new footings can be either rigidly connected to the existing footings by-dowelling or kept independent. The. independent foundation option would likely require installing a construction joint between the new and old above grade building walls and roof to allow for independent movement of the old and new building components. It is our understanding that no earth retaining; walls are. proposed for the site. Briggs estimates the following lateral earth pressure coefficients should walls be considered: Site walls rigidly connected to the building foundation and the foundation walls themselves should be designed for at rest condition. At rest lateral earth pressure coefficient (Ko) is estimated at 0.49. Flexible site walls can be,designed with an active lateral earth pressure of Ka 0:-32 for the undisturbed sandy soils and-fills. - - The passive earth pressure coefficient is Kp=3.12. Soils from existing grade to a depth of 15'feet below the existing grade are presumed to be dry with an estimated dry density of 120 pcf. Submerged site sands below that depth have an estimated unit weight of 58 pcf. Structural Fill' density is typically about 135 pcf and would apply for backflls against retaining walls and within' one foot of finished grade., Undisturbed sand subgrade internal friction angle is estimated at 31 degrees. These parameters can be used for wall stability calculations. Geotechnical Investigation,for,Proposed Building Addition; 332 Falmouth:Road; Hyannis; MA. August 21, 2010 Page 5 of 10 4.1.1 Proposer/Slabs A minimum &&inch thick layer of Structural Fill'is recommended immediately beneath all proposed slabs. Organic and fill soils were encountered within the upper 1.5 to 5.5 feet below existing site grade and must be.remOUed from all structural areas including the proposed slab so that these structural elements do n:ot seftle substantially. Also, existing foundations are presumed to extend about 4feet below existing grade. These. foundations and slabs and associated fills should be excavated from the building area.. , Any gravely sands encountered in "the excavations-should: be segregated from foundation materials an_d silty soils for reuse as granular of structural fil'Is as discussed in Section 4.:5; Organic and:loose soils should be excavated:from;proposed footing:areas and.should be replaced by controlled compacted lifts of Structural Fill, Backfill above footing grade ; to within six inches of underside of slab or pavements can be filled with Granular Fill as referenced in Section 4.5, A modulus of vertical subgrade reaction of 120 pound per cubid,inch (pci).would-apply' o slabs resting compacted..Structural Fill over medium dense ordenser undisturbed . granular-subgrade; `No.basernent space'is proposed forth. new addition, therefore excavation below ' groundwater is not expected,to occur.given that groundwater was encountered at about 15 feet belowexisti,ng grade d.. ringi gation; Hydrostatic uplift is not a design concern-for the proposed�s leg b on grade,constructi.on. 4.2 Setsrr►rc Design The undisturbed sandy sub grade and compacted Structural Fill or Crushed Stone are not susceptible to.liquefaction du'ring the postulated sefsrnic event given their grad;atfon, -- d'epth to groundwater and relative densities: Thise;valuation is in accordance,with the lnternationa-Build.ing Code, Bth'Edition�with Massachusetts State Amendments. Tabulated spectral response acceleration coefficients, Ss and SI are listed'as 0.20 and 0::054 for projects in 'Barnstable; MA. Site soils are Se mic Site Class D for the Pro posed building location,: 4.3 Excavations and'Subgrade Protection To:psoil`, subsoil, existing foundations:a;nd existing'fII must be excavated from all, proposed structural areas including building areas, pavements,.walkways and exterior slabs. The undisturbed>sandy s'ubgrade should not:require protection. Any pockets of Geotechnical Investigation for Proposed Building Addition 332 Falmouth Road, Hyannis, MA August 21,.2010 Page 6 of 1:0 undisturbed'silty sands may be moisture sensitive. Silty sand subgrades may become disturbed' by rainfall and construction traffic.. If silty subgrade becomes wet, it should be allowed to dry or be excavated to moist subgrade prior to placing footings or fills. Backfill over excavated wet silty sands should be a six inch thick layer of 3/ inch minus crushed stone wrapped by Mirafi 140N filter fabric or equivalent. Subsequent fills over the crushed stone can be as discussed-in Section 4..5.. This condition is .not expected to be prevalent. Excavated granular subgrade should be stockpiled separate from organic soils as the granular soils will be reusable as Granular Fill or possibly Structural Fill if blended with crushed stone. Subgrade soils with more than 2`5% silt (if any) should be segregated and disposed. Footings excavations should extend to bottom of footing grade unless silty subgrades become wet by rain and require excavation due to disturbance.. In that event the subgrade should be excavated 6-inches deeper than the proposed bottom of footing grade to allow placement of 3/ inch minus crushed stone as recommended in Section 4A. The stone should be placed on filter fabric over the undisturbed silty sands. The crushed stone layer will serve as a drainage layer for sump pumping and maintaining a dry excavation. Subgrade protection in the sandy subgrades with less silt will not be necessary. Crushed stone should be compacted by making at least three passes per six=inch Lift using a vibratory roller or large plate compactor. Refer to Section 4.5 for additional backfilling recommendations. Unsupported excavations should slope up from.the bottom of excavation in compliance with OSHA guidelines/standards. If excavation to proposed foundation grades extend deeper than 4 feet, then these excavations should slope away"from the excavation areas. If the Contractor chooses to use trench boxes or other lateral earth support -measures, the-listed'`lateralearth�-pressure-coefficients presented in Section 4.1 can-be used for design. Excavation for subgrade should be witnessed by a Geotechnical Engineer to confirm that organic; loose or fill soils do not exist at proposed footing:areas The Geotechnical Engineer would also determine if the bearing:subgrade relative density is consistent with the test boring data and has not become disturbed by excavation, water movement. or dewatering activities. Excavation effort should be easy to moderate to reach the undisturbed granular subgrade Bedrock removal is not exoected as no evidence of bedrock was encountered within the 26 feet depth explored via this investigation. Boulders and cobbles may be encountered in the fill and subgrade soils. An excavator would typically be used to remove soils, cobbles and boulders in.proposed foundation areas,. Geotechnical Investigation for Proposed Building Addition: 332 Falmouth:Road; Hyannis, MA August 21,2010 Page 7 of 1 0 ' 4.41 Wafer Control` a Minimal dewate.ring of foundation;excavations,after rainy weather would be expected. Therefore, foundations shouldrbe`placed as soon.as possible after excavation and any silty subgrade soils that become softer'ed,by watershould be allowed to dry and-be're- compacted or should be excavated and replaced'by3/4 inch minus crushed stone wrapped in filter fabric as discussed previously. Backfill above the crushed stone layer-should be Granular Fill to within 6 inches of underside of`slab�on grade. All Granular or:Structural Fills must be placed "in the:dry" after water•is pumped to at least 6 inches below the base of excavations. Granular and Structural Fill must be adeq.u4tely compacted:as discussed in Section 4.5 prior to ` placing additional fill.. Subgrade at slab on,grade'areas should also•be protected by placing and compacting Structural Fill as soon as possibl`.e so that silty subgrade soils do not become disturbed ` by-rainfall and construction traffic causing muddy conditions. Silty sand subgrades that become wet by rain should notbe traveled on or they may become disturbed: Disturbed silty sands should be.-excavated i and be replaced by compacted lifts of Structural Fill in proposed building areas. Structural Fill may be.used-where silty subgrade is exposed and will not be covered by 'foundations or, fills until!after llr4fnfail is forecasted... Perched groundwater movement laterally across the proposed excavations might occur during and after rain.event. This a .perched water may accumulate in excavations and require removal by sump pumping.. xj r Also, surface dlrainage should be directed away from excavations during construction so that the:bearing surface does not become.'softened by water flow or puddling: -Rapid -water movement canalso scour soi(s andrtundermire foundation ;therefore surface • - n� „ . water protection such as earth berin's should be constructed'., This can be.accomplished with prop.er,grading or construction of small dikes atythe etlge of-the excavation Vapor barrier.,or,retarder der should be m Palled under all slab areas unless otherwise: specified by the Architect:' At"-present no basement Space'is planned. A perimeter foUndatlo-h drain is not: recommended around the.proposed foundations unless abasement is constructed-. 4.5 Backfill`.and Compaction Silty sands and/or sands excavated in footing areas can be reused as.Granular Filil to r within one foot;of the underside of'pavement or slabs provided the silty sands can be compacted to 95% of its maxim..um dry unit weight'. Excavated sands and silty.sands may be mixed to produce a sandy blend;.-The.sandy soil wilt have a fines content'of ` k i Geotechnical Investigation for Proposed Building Addition 332 Falmouth Road, 'Hyannis, MA August21, 2010 Page 8 of 10 about 10 to 15% based on the soil conditions observed in the test borings within the upper 4 feet. These soils should:be re-useable as compacted Granular Fill provided all organic soils(if any) are segregated. Structural Fill should be used under footings and crushed stone should be used as the initial lift of fill' in wet areas. The final 6 inches of fill under slabs and pavements should be Structural';Fill.. Structural Fill should,also be used as backfil.l against the exterior side of foundation walls extending out 3 feet from the foundation walls and vertically down to the,bottom of footing elevation or perimeter drain if installed. Granular Fill can be used elsewhere under slabs below a depth of 6 inches but not in footing•stress zones_ It should be noted that Granular Fills with more than 20% fines (material passing the #200 sieve) are moisture and frost sensitive. These materials will be very difficult to compact if wetter than optimum moisture content. Typically, silty sands with more than 15% fines at about 10% or greater moisture content are very difficult to compact to the required 95% compaction. If these soils become wet by rain fall or have been excavated below the water table, then drying these soils., especially during cooler seasons will be very slow. Moist soils should be segregated from wet soils and all soil piles intended for reuse should piled in conical piles to reduce absorption of water during rainy weather. These recommendations only apply to soils having greater than 15% fines. A small portion of the silty sand fill and subgrade to 4 feet depth (within the anticipated depths of excavations), should require subgrade. protection or special handling due to high fines content. Within the areas excavated for footings, walls, and other limited areas where large compaction equipment cannot work, we recommend that the fill be placed in loose lifts no more than six inches in thickness and be compacted with small hand manipulated machines such as pneumatic compactors, vibratory compactors, etc. In areas where large vibratory compactors such as a Raygo 400A or equivalent can be used, we recommend that the loose lift thickness not exceed 12 inches. All backfil'I' placed in load bearing areas including under non-Structural Slabs and under footings should be-compacted to a minimum of 95% of the maxiMUMr dry density as determined by the test designated modified.ASTM D1557. The:crushed stone layer requires compaction by making at least three passes by a vibratory plate compactor or vibratory roller. No compaction testing will be necessary for the crushed stone fills. Crushed stone fills thicker than 12 inches should be placed in one-foot lifts and be monitored by a Technician or Geotechnical Engineer. Geotechnical.Investigation for P'roposed':Building Addiaion 332 Falmouth,Road, Hyannis,;MA.. August,21,2010 Page 9 of 10 Crushed stone should have the foilowing gradation:;, ' J CRUSHED'STONE Percent Passing U,S. S'ieve Size & N_umber: Maximum Minimum 1 inch --- 100 3/4 inch .. - ' 100 90 .1/2 inch a 50 10 3/8 inch 2Q 0 No.4 F 5,4 0 Structural Fill should consist of well-graded natural'sands.and gravel or crushed concrete., Structural'Fill should`be free from excessive plastic fines, organic matter and "deleterious material,;and should'have the following gradation: i RECOMMENDED STRU_CTURRAL FILL GRADATION Percent Passing' U.S: Sieve Size & Number sMaxiinum. Minimum 213 lift thickness 100 • 100 1.inch 100 , 60 No:.-4 85, 25 No. 201 60 10 No. 50 35. A, No, 200 *B8dkfil within three feet.laterally of earth retaining';wails'or'baserrient walls (if any). -shall have 5% or less material passing the#200 sieve. Retaining walls and basement' foundations are not part of the proposed design at this.time; Granular Fill;under proposed building,.space should be free of appreciable asphalt' - content as thiscan off gas into occupiedspacecatas►ngpassible health concerns. Granular Fill should consist of well graded natural sands and gravel free from excessive - plastic fines--orga`nic matter and deleterious n ateria`i,, and should have the following - gradation,- RECOMMEND,ED GRANU:LAR'FI -L.GRADATION ` -. Percent Passing U.S. Sieve Size &,Number Maximum Minimum. 213 lift thickaoss 100 100 1 inch too 6Q - a No;4; 90 25 No..200 r 25, <0 I Geotechnical Investigation for Proposed Building Addition. 332 Falmouth.Road, Hyannis, MA August 21,2010 Page 1:0 of 10 5.0' Limitations and Exclusions All.the professional opinions presented in this report are based solely on the scope of work conducted and sources referred to in our report. The data presented by Briggs in this report were collected and analyzed using generally accepted industry methods and practices at the time the report was generated. This report represents the conditions, locations, and materials that were observed at the time the field-work was conducted. No inferences regarding other conditions, locations, or materials, at a later or earlier time may be made-based on the contents of the report. No other warranty,.express or implied is made. This report was prepared for the sole use of our client. The use of this report by anyone other than our client or Briggs is strictly prohibited without the express prior written consent of Briggs. Portions of the report may not be used independently of the entire report. The above recommendations and conclusions are based on our evaluation of the obtained data presented in the text. We would welcome the opportunity to monitor the pertinent phases of the foundation construction; thus,.if differences are found between: the field conditions described herein and those encountered during construction, we can modify our recommendations in a timely and professional.manner.. Thank you for engaging our services to undertake-this project. If you have any questions, please do not hesitate to contact us at your convenience. Very truly yours, Bdggrs Engineering& Twdng David W. Geisser Nicholas A_Lanney N CMLAs Project Engineer Professional Engin NAY . Na 30789 if DWG:dg ssi Enclosures: �r, ON �. Figure 1 —Site Sketch Test.Boring Logs. F 000, EXISTING. . BUILDING .; .R . . PROPOSED;ADDITION. : : • . EXISTING LKJ A }PAD \B_-LOT CO ORATION , . . STREET EARSE' .. a ..R . . . . a : . . . B 3 5 B-2 . . ... _ . EXISTING PAVED.AREA FALMOUTH ROAD(RTE 281' LEGEND: EXPLORATION LOCATION PLAN I�t ..PROPOSED BUILDING ADDITION NUMBER AND APPROX., 332 FALMOUTH ROAD,HYANNIS;;MA LOCATION OF TEST BORING BY;BRIGGS. Scale. NX3. vDrawn. DING' Briggs_En,neering&Testing " Date.-AUG;:2011 Check: NAL AD+vdionofPKAssocmtes„Inc, , -CLIENT i ENGINEERING&TESTING, L YERRYDRLMSERVICE . BORING I ROCKLAND,]MA otechnical Services WELL PROJECT HYANNIS.NISSAN LLE R-1.- LOG HYANNI$,IMA. fNSPECTOR R S PERRY BORING CASING SAMPLER "CORE BARB GEISSE62 NO-STA. OFFSET HEET 9 E HSA ss�. EV. :OF SIZE ID 3.26 t3 5 .: ART JULY 30,261 .. . - FILE HAMMER.WT: .INISH. .1,EJL�`.3O,2f�=�. NO. b'�412 HAMM.FALL : 301N.: . , :. - PLE MURSTURF . A NO DEPTHAANGE 'RECI BLOWSl6" :.TYPE `DENSITY CHANGE SOIL IDENTIFICATION 1S FIELD.CLASSIFICATION ONLY . FEET• .0EW.P ON:SAMPLER> ORCONSIST FEET.- FOR EXACT GRADATION:LABORATORY TESTING'IS REQUIRED 1 0.5.-2.5'-t,16%24" 3-5 6 8 SS DORY _- 0.4' ASPHALT M.DENSE SILTY SAND FILL,F/M,T�ACE GRAVEL, -3-0' LITTLE`TO TRACE SILT,BROW 2 4`-6' 1i6/24''_ 3-54 4-. SS bRY SILTY SAND,'F C,TRACE GRAVEL VOSTLY MEDIUM, 5 LOOSE LITTLE SITL,ORANGE BROWN,DRY ;9'-11' '{8/24' 12a-8-'f1 SS .' ;DRY SAND,.FIC,TRACE SILT,,LIGHT BROWN„ 10 "'M,DENSE. STRATIFIED,DRY 4j . 14`-16 -'44'/Z4' .1Cr19-21-17.' SS DRY;. SJWD;F'/C,TRACE GRAVEL TRACE SILT,' 16 DENSE LIGKr BROWN,STRATIFIED, 19_-21 ti'8/24.r`21-29-27-30..,SS WET. SIMILAR:TO A80VE,WET 20 - V DENSE �.- BOTTOM OF;BORING A7 21.0 FEET 25 n ._ .- - f;X r;r _ 30 ;.xf ', 35. .. S saLt{•svooM. '1�0'Po wci:Z4m 1a-on r O.D: T-THINWALL'-TUt ..Coheslonless;0ensi DoLeswcanshia�x -: DRY AT i .0 AFTER: 2 RR . ,..., _ U-UN6tSTURB®.PISTON .,U•�VatyTmsa 0-2.VeM Sofl.. RTIONS USED AT AFTER RR O-OPEIJ'@IDROOSH Loose. 34Soft. tre'o-•10% .. W-WASH:SAMPLE 10�Mei Dense 58':Hletl.S,ur � Me T0-m NOTE Levels am wall seasonal fluituallon a A-AUGERAWPLE 3-A9 rDease 9-15`6m some:2(1-35% the dMee olso0 sdwaHnnwhen Me Long wes.lelma f#,Very Dense .1".veryiR.S - r CLIENT BRIGGS ENGMEERING&TESTUNG .EE YDRILL.SERVICE %BORING / ��c� M ,, Ot�C�1T11C8I Services ALL PRtOJECT :�I�'�P��lIS ESSAN LOt�' S. KRR 5 BORING ' CASING' ~SAMPLER °CORE B �. INSPECTOR {�.of"' -., ._ L:u OFFSET HEFT ;�. _::.E :. ISA o ,�l :j - -F ..... .. - - ... � v SSE ID . aJLY �JFILE 1lAMMER WT `$LY3fl;' tA'61 _,.: �.. •...a.� - .., NDj._ �� - HAMNL I . A NO DEPTH RANGE `RFC! BIOWSf6" TYPE `DENSITY: CHANGE SAIL iDENTSFICATION IS FIELD CtASSiFlCATfON ONLY FEET xEEN. ,ON,'SAMPIFR: _OR.CONSIST FEET FOR,EXACT GRADATION.LABORATORY:TESTING:IS REQUIRED -2 6 ,W,Ls°!za- �s 12 zo ss . °: DRY` o a r 45y SANQ FiL>�F!C TRACE GRAVE -TRACE.SILT.BROWN-': -2 4 i8 14/24 2T21 11=17 SS DRY D F/'C,TRACE SILT LIGHT BRQWN; t - - -STRATIFIED' 14-16 SIMILAR TO ABOVE t0 Y i 4 D F,/C,TRACE GRAVEL TRACE;SILT 5 15:„21 15°/24 16=17 74-13 S5 DRY S1LTY SAND,F,/C,LTfTLE SILT,GRAY BROWN 20 a DENSEi Kl s$� 24 '28 14/24 17,202&22 - SS DRYS StM1LAR TO S c sr -= .-_ 2e x ,OTTOM OF BORING 41 26.0 FEET 36 k r 1 ; t` 43 "A 8 8PI•!1'SPOON- :: � falfing36'on 2'OD san,�teY _ - • T THW WAU.TUBE Cclra§iaWssoe`nsiry ,_ColsesireCaslstenty .. DRY AT 1�0�' U UNDISFl1R8E0 PISTON 6d Vary UJose 42 Va7_'SeR: PROPOR1lON5 USED AT 3-16oR_ W WASN SAI�LE �Med De"...� 5-S Ned sw .- gbla ta2tY% NOTE:. Levels �. 'A AUCER�SAM_PLE -.30 0 Dense. &t5'StiR. - sartte 21F35% Bie a�YV�Y wNt_seasonel fludiiatiaul:2M. i50•Very Dense - 98.3U Very Slilf:,. end3550% of wtl settiwtioe when ft�e.6mGig nastakee. CLIENT BRIGGS ENGINEERING&TESTING F YDRlLL.SRRVICE BORING ! ROCKLA€� 5 Mnical Services. WELL. PROJECT H°�` I�2I�Id III , MLLE, RI. LOG HYANN S, MA. 'S PEI'."A BORING CASING SAMALER CORE BARBD.GEISSER NO. B-3 OFFSET HEET 4 E NSA 83 OF B RE ID125 �MS JWy,�O�4.'r1 FILE HAMMER WT9�;4r �LKA. J.C�LI'3rs6f 11 NO_. � t c HAMM.FALL ai47.ELV.•. CUL A NO OEPTH':RANGE REC/ PLOY S TYPE• DENSITY CHANGE S01L IDENTIFlCATION IS FIELD CLASSIFICATION ONLY ,PEN.. _.ON SAMPLERr,, �.OR.CONSiST. FEET =FORS..EJCACT`GRADATION LABORATORY TEST:ING.dS;REQUIRED _.._. . __ 0 2' a14/24", 6-7-8=7.' `; $$'•., . DRY._'g_ t j p ; _ SAND FILL;F/--C,L(TTLE SILT; :._. 3.4'- ORANGE BROWN 2 4'=6n .16124',27-1432-27. SS '; DRY A D,F I C,TRACE SILT,STRATIFIED, 5 ,, .DENSE . LIGHT BROWN,DRY 3 95<1 T 1;4.124 3't:25 3132' SAND,F 6 C.LIITGE GRAVEL,TRACE SILT, 10' _,V DENSE__ LIGHT BROWN,STRATIFIED 4 .14'-16 16124,,.3238,73"&_ SS, DRY'• SIMILAR TO ABOVE 15 DENSE 14/24 34-2Cr27 31 , SS"4 DRY' SIMILAR TO ABOVE ZO DENSE. .. GE TO LITTLE SILT a. SS" DRY SIMILAR TO S—5 25 :I� a Y• °r -DENSE:- 6.D' 'Bo OF OF BORING AT 26.0 FEET 30 ;a F 35 t y UMNA 8-SPI:S-SPOON- _ 140'FtLWLf. 'v. - alltng 3P on r:o:D:Sempier T-THIN WALLTUSE- ohesiboiess-..Dmfty. Cohe`stm cmui wocy... DRY AT 'f.6.i7� AFTER 0.5 HRE u-UNDISTURBED PISTON: ¢f Very Cooae, 0.2 Very Soft. _ _PROPORTIONS_USED- AT 162. r - AFTER, 2 HR W W%16fi SAMPLE:. -.t0.29 Aced Om_r..e. 5-BA1ed.6tttY ::.. Trtite t,1D%-O OPEN E!VD ROD. - - 5-e Loose - 3l soft _ vote 4 vp 2D,15 NOTE:. Levels may vary WAh Seasonalfluctuation-md. : . .4 5Uff some 20�35% ... Ute degree of loll salmmion when the vafng-wasfeKen:A.AUGER SAMPtE ' 30-48-Denise g.15 - ',VerysrifT: end 35-Sfl% . f C�IEIVT ���� E6 R6EER, �i TESTING �s YERRYDRILLSERWCE BORING 14 RQCKLAWD, @A ®tCC I23C Services WELL. PROJECT. € Y.h SVII,LE, U. LOG HYANIN08S} to.;. ILLER. S. Ea - BORING: " CASING: . SAMPLER ...GOFiEBARR NSPECTOR D.GEISSEESE NE&STA. OFFSET HEED E. a�S .UR.ELEY.. _:: _ _ .::F-. ' -a :SIZE . ID, uia�'vv START /IE`I`3u2fl4 F..ILE' HAMMERWf. O B, FINISH. .=v.EJL. 30 20,11'.,,.!, .. '.- „NO:, .--_ .._`�: i�, HAMM _ .:FALL::- -"r .� A 'NO DEPTH:RANGE RECf BLOW5/6 TYPE DF3JSffX CHANGE SOIL IDEN71EiCATION IS FIELD CLASSIFIC4T10N ONLY < FEET s 4rEEN.-.01N:5AMPLER< u _ OR<CONSIST s FEET FOR,EXACT,GRADATION LABORATORY TESIIPIG iS''REOLIIRED- r' 2EYP24 Y,. rt U DENSE SILTY SAND RLL;F/C L1TTLE•_GRAVEL TOaLITTLE SILT GRAY BROVVN,,DRY I. /24 b-5&9 SS; DRY. 4�0 SUBSOIl,':F/M SAND LITTLE::SILT,TRACE GRAVEL 5 5 ORANGE-BROWN SAND,.F/M SAND;:LrTTLE_SILT, TRACE GRAVEL,ORANGE BROWN' 3. 9''=11 12=1r7 2233 SS 10 DENSE: „34l24 24`19 21StM1LAR;TO A$01/€ 15 d v - DENSE 5 39=23 1fi, 1621 2424 SS WET SIMILAR TO ABOVE,WET ZO y s a DENSE` K: - 6 24--26 :14l24 17=232424_: SIMILAR TO ABOVE n' us BOA =51 TTOM OF:BORING:AT 26:0 FEET' 35� xz M t a C q t a. S SPML SPOON a, 1401E lMt feuuig 30"-on x'OA Sampler - ... T THINWALLTUBE .imstonlass _ '. Cotresi've:Co lsleec9( .. DRY At 14,0` AFTER - O:3• U UNDI3TURB®PI ION 6d Very loose 0.2Very3oft:�. -. PROPORTIOMS'.U,SED AT s.5 AFTER .-3 FltlD'ROD' ..,:- - W WASFI SiIMPIE- 70-2S16ded:Delsa 9-B MCA..StiD 6tlle t420'ib NOTE: Levels may rFyv lh seasonal 0UCt=t1-WId- A-AlXa6i"SAMPLE 30 48 Dense'. 8-158tdf solrie 263596 the tlegtee otsods Wmwn wtmme 4wftg mlak •: .';. .... : _SDr Vey Oeina 163D'Very SSR. -;'- "en1f 3550% ,. , f 1 u LB it �, I 2 6.1 47.4 x ------------------ 1 - --- -- - a.e f�46.fi x46.4 47.Od ', ,yazs � --4- as I - _ -- __ x #� _- ray t 1X, 6.11 \ \\ LB _ 1 x 46.3 I ®46.8 x Q ,mow' `x 946.3x �x�46.5 46.3 �I I n 1 a°x) rnPorIt 1 I1 1 II F -- _� 6' 6 a _ =xI" x- p. , _ 5i as>46.3 -- ------- ------ 456 45.�46.6 45.95 45. ONITO MI46. 464- 5 L-WELL-x2 5.5 x 46.4 45.6. x. a .t-LA II4 45:8 46.1 x 45.6 = 45.1 6o 45.8 B-3 46.4 "459p1 3 45.3245: 4 BOLLAI*45.67 45.7 x c as x 0,1e3�'6' i 4 54 - 46.4 46 � 45.7 c 5.6 BS I P. 95°1. I d e r $1 5.46 45.7 �� c ° BOLLARp� as 5.54 x 45.4 1 . ABAND ND 1 $_; '` �s✓' 45 5 q 45.6 t ✓� � G 45. 45.4 a } t 45.6 G 45.7 45.5E TFjR�voo &`.90/ 45.6 �t - G x G TfjS / LP 6.85; 45:76 45.64 45.6 G A/C w �c4455 c 1988 ❑ 21g33 vc tt /78 �G. �G 3/4" �4L58+ Xw 45.34 44.E 29 85 _ r t�. " 4 ��ppgg�� x 5.7 53.13 £ o 0 4 G3 45. TEL,<�tTN� }; Yk E cr x n 1 N 1 x so But#322 G s. w nl i� `a ` 45.5 x 45. E BUILDIN- o s s �1 9� 1 STp Y CONCRET - _ 024 S.F. 45.55 a5.t15 . 9rl: 45. 45.7 m \ F gALISE FORD) I WOOD RET. WALL R , s- s \s c^ o r=1 0 0 �F RMER pRVa _ U- 1217-2S a Sg 61.5 441 45.6 8 - .5 11II417.4 . 45.g s .75 1l - ---D 64 29.1 L -4I w 45.84 56 45.7',,46 \� 48.�2° i 45.4 g e + o cr II J- s \� s 47.D' 47.61 Q k _ _ 14$� 1 11 j o5.65 45.5 - S S S 45. r w . H 48. 4 45.6 \ 5. 45.6 s�4 5- s r 45.5 % 1 5.00 W 524 i TD H(DRA ,a_s p11 43 45 6 1-J s sI SHUT 45.6 • pg 53-00 I 1 s s s /�°¢ COBBLE EDGED OFF 8 (RANI`'- £ 1 I 4��/ MONITORING 1�VE4LL5.261S.75• 45.3 - CORP0gp,T �N �. _ 0 o I 2sr. - 45.10 ---"- -,� aw- /SUp/ 333-10£ 4 -- 45.0 --_- S+T`R�i`-i T � 4 , oNv�- 4 -� .6 �- _ _- oHv+ ,`oNw�°N �( LIGHT POLE UNE (NP') E ------r4�3 GNW "x J 1. N �Ay-- - SEAM LIN-- �w�OH U/I�,+740/2; ° 0 iP oygS+� -- 4z o - LIGHT POLE 50.9 WATER oOPry -- - x 45.5 4`��2 D GATE 1 \\ 1 I I--a 44.1 ���'t�o _-- -- -x �.0 N11, 0 .1. m U/P 740/ lr�s- '" \\ ,P� p, I o 1° no c)"fl fi-- 00 + LIGHT POLE ., 9-- �7 r 44.,7 T 1�: 1 CAPE C01)' COMMISSION USGS OBSERVATION WELL DATA G July 2011 To be used in conjunction with Cape Cod Commission Technical Bulletin 92-001, the USGS procedure for estimating high groundwater levels on Cape Cod, Massachusetts. The following water level measurements are taken monthly and will be available the last week of each month. The Bulletin text, forms and maps are available online at: http://www.capegroundwater.oLglHighGroundiater.Wim'L i Water Level Below Well Land Surface Datum Barnstable 230 21.66* Barnstable 247 22.95 Bourne 198 32.17 Brewster 21 8.42 Chatham 138 - 23.59 Mashpee 29 8.08 Sandwich 252 47.12 Sandwich 253 47.71 Truro 89 11.54 Wellfleet 17 10.06 * Adjusted Provisional Value to use as replacement until.well can be replaced Permit Number: Date: Completed by: HIGH GROUND-WATER LEVEL COMPUTATION Site Location: Lot No. • Owner: Address: Contractor: Address: Notes: STEP 1 Measure depth to water table % to nearest,1/10 ft. Date SS month/day/year STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: _ OA Appropriate index well.............:..............:...�. :!�� b.. OBWater-level range zone ..................................................... STEP 3 Using monthly report"Current Water Resources Conditions" determine current depth to water level for index well ..........................: month year STEP 4 Using Table of Water-level Adjustments for index well (STEP 2A), current depth I to water level for index well (STEP 3), and water-level zone (STEP 2B) determine water-level adjustment .......................................................................................... STEP 5 Estimate depth to high water by subtracting the water- level adjustment (STEP 4) from measured depth to water levelat site (STEP 11 ........................:................................::................................................... 3r�� wqww. C1 Pe COd(dtvAM sru>7, CfL /rn�'�llS , �iTvi, d r l ���/ ''�l ►ec j o ✓� >� l_ i, 4 s� tufr"r-,I rvuAJJl C1i 14 un Vv ll 0.1 i' rl,7 4dt wo P IffI S2I t� bt,JnFf +(I1�� y +� � ,�f S, 1 i If r �l / with index Table 1. Potential water-level rise, in feet,for use Table L Potential water-level rise,in feet,for use with index well Barnstable A1W-2�0-Continued. w,II.Barnstable AIW-230 WATER ZONE A ZONE B ZONE C ZONE D ZONE E DER ZONE A ZONE B ZONE C ZONE D ZONE E LEVEL LEVEL 5.5 1.3 8.3 0.0 0.0 26.0 2.8 3.7 5.6 7.5 8.4 20'.5 0.0 0.0 0.0 0.1 0.2 '26.1 2.8 3.7 5.7 7.6 8.6 20•.6 0.1 0.1 0.1 26.2 2.9 3.8 8.7 20.7 0.1 0.1 0..2 0.4 0.5 26.3 . 2.9 3.9 5.9 7.9 20.8 0.2 . 0.3 0.4 0.5 0.6 26.4 3.0 3.9 8.9 20.9 0.2 0.3 0.4 6.0 4.0 8.0 9. 0.9 26.5 3.0 8.1. 9.2 21.0 0.3 0.3 0.5 0.0.8 0.9 26.6 3.1 . 4.1 6.2 8.3 9.3 0.4 0.621.1 0.3 0.5 0.7 0.9 1.1 26.7 26.8 3.2 4.2 6.3 8.4 9.5 21.2 0.4 0.5 0.8 1.1 1.4 26.9 3.2 4.3 6.4 8:5 9.6 21.3 0.4 0.6 0.9 1.2 1.4 21.4 .0.5 27.0 3.3 4.3 6.6 8.7 9..8 1.3 1.5 g 4.4 6.6 8.8 9.9 0.5 0.1 1.0 7 27.1 3. 6.7 8.9 10.1 Z1.5 1.5 1• 27.2 4.5 21.6 0.6 0.8 1.2 1.6 1.8 27.3 3.4 4.5 6.8 9.1 10.2 21.7 0.7 0. 9 1.3 1.7 2.0 27.4 3.5 4.6 6.9 9.2 10.4 21.8 0.7 0.9 1.4 1.9 2.1 9.3 10.5 21.9 0.7 27.5 3.5 4.7 7.010.7 1.0 1.5 2.0 2.3 27.6 3.6 4.7 7.1 9.5 22.0 9.6 10.8 22.1 0.8 1.1 1.7 2.3 2.6 21.7 3.6, 4.9 7.3 9.7 11.0 22.2 0.9 1.1. 1.8 2.4 2.7 27.8 3.1 4.9 7.4 9.9 11.1 22.3 0.9 1.2• 1.8 27.9 3.7 22.4 1.0 1.3 1.9 2.5 2.9 2811.4 .0 7.5 10.0 11.3 22.5 1.0 1.3 2.0 2.1 2.8 3.2 28.1 3.8 5.1 7.7 10.3 11.6 22.6 1.1 1.4. 2.1 2.9. 3.2 28.2 3.9 5.1 7.8 10.4 11.7 22.6 1.1 1.5 2.2 28.3 3.9 1.5 2.3 3.1 3.5 28.4 4.0 5.3 7.9 110 11.9 22.8 1.2 1.6 2.4 3.2 3.6 22.9 28.5 4.0 5.3 8.0 10.7 12.0 9 3 5 1_7 2.5 3. . 28.6 4.1 23.0 1.3 5.5 8.2 10.9 12.3 23.1 1.3 1.7 2.64.1 28.7 4.1 23.2 1.4 I.B. 2.1 3.3.6 9.2 28.8 4.2 5.5 8.4 23.3 1.4 1.9 2.8 11.2 12.6 3.9 4.4 28.9 4.2 23.9 1.5 1.9 .2.9 29.0 4.3 5.1 8.5 11.3 12.8 29.1 4.3 8.6 11.5 12. 23.5 1.5 . 2.0 3.1 4.1 4.7 29.2 4.45.8 8.7 11.6 13.1 23.6 1.6 2.1 2.1 3.2 4.3 4.8 29.3 4..4 5.9, 8.8 11.7 23.7 1.6 2.2 3.3 4.4 5.0 29.4 9.5 5.9 8.9 11.9 13.4 23.8 1.1 ' 2.3 3.4 9.5 . 5.1 6.0 9.0 12.0 13.5 23.9 1..7 29.5 4.5 9.1 12.1 13.7 2.3 3.5 4..1 5'.3 29.6 4.6 6.1 12.1 13.8 24.0 1.8 2.4 3.6 4.8 5.4 294.9 5.6 .7 4.6 6.1 9.2 24.2 1.9 2.5 3.7 5.1 5.7 29.8 4.1 6:3 9.4 12:5 14.1 . 1.9 2.5 3.8 29.9 4.7 24.4 2.0 2.•6 3.9 5.2 5.9 24.4 30.0 9.8 6.3 9.5 12.7 19.3 5.3 6.0 30. 4.8 6.4 9.6 12.8 14.4 2.7 4.09.7 24.6 2.1 2.1 4.1 4.2 5.6 6.2 30.2 9.9 6.5 4.9 6.5 9.8 13.1 14.7 24.7 2.1 2.8 4.3 5.7 6.5 30.3 5.0 6.6 9.9 13.2 19.9 24.8 2.2 2.9 5.9 6.6 30.9 15.0 4.4 5.0 6.1 10.0 13.3. 29.9 30.5 2.3 3.0 9.5 6.0 6.8 30.6 .� 5.1 6.7 10.1 13.5 15.2• 2.3 6.9 6.8 10.2 13.6 15.3 25.0 3.1 4.6 6.1 30.7 5.1 .25.1 2.4 3.1 4.7 6.3 7.1 30.8 5.2 6.9 10.3 13.7 15.5 25.2 2.4 3.2 4.8 6.4 1.2 30.9 5.2 6.9 1.0.4 13.925.3 15.5 25.4 2.5 3.3 4.9 6.5 7.4 7.0 10.5 14.0 15.8 5.0 6.7 1.5 31.0 5.3 25.5 2.5 3.3 5.1 6.8 7.7 31.1 5.3 7.1 10.6 14.3 15-9 7.1 10.7 14.3 16.1 25.6 2.6 3.4 5.2 6.9 7.8 31.2 5.4 1.2 10.8• 14.4 16.2 25.1 2.7 '3.5 5.3 1.1 8:1 31.4 5.5 7.3 10.9 19.5 16.4 8 25. 7.2 25.9 2.7 3..6 5.4 i Table 2. Potential water-level rise,in feet,for use with Table 2. Potential water-level rise,in feet,for use-with index well Barnstable AlW--247 index well Barnstable AA W--247-Continued 'WATER "ZONE A ZONE B ZONE C ZONE D WATER ZONE A ZONE B ZONE C ZONE D LEVEL LEVEL 20.7 0.0 0.0 0.0 0.0 25.7 3.3 5.0 6.7 8.3 20A 0.1 0.1 0.1 0.2 25.8 3.4 5.1 6.8 8.5 20.9 0.1 0.2 0.3 0.3 25.9 3.5 5.2 6..9 8.7 21.0 0.2 0.3 0.4 0.5 26.0 3.5 5.3 7.1 8.8 21.1 0.3 0.4 0.5 0.7 26.1 3.6 5.4 7.2 9.0 21.2 0.3 0.'S 0.7 0.8 26.2 3.7 5.5 7.3 9.2 21.3 0,4 0.6 0.8 1.0 26.3 3.7 5.6 7.5 9..3 21.4 0.5 0.7 0..9 1.2 26.4 3.8 5.7 7.6 9.5 21.5 0.5' 0.8 1.1 1.3 26.5 3.9 5.8 .7.7 9.7 21.6 0. 6 0.9 1.2 1.5 26.6 3.9 '� 5.9 7.9 9.8 21.7 0.7 1.0 1.3 1.7 26.7 4.0 6.0 8.0 10.0 21.8 0.7 1.1 1.5 1.8 26.8 4.1 6.1 B.1: 10.2 22.9 0.8 1.2 1.6 2.0 26.9 4.1 6.2 8.3 10.3 22.0 0.9 1.3 1.7 2.2 27.0 9.2 6.3 8.9 10.5 22.1 0.9 1.4" 1.9 2.3 27.1 4.3 6.4 8.5 10.7 22.2 1.0 1.5 2.0 2.5 27.2 4.3 6.5 8.7 10.8 22.3 1.1 1.6 2.1 2.7 27.3 4.4 6.6 8.8 I. 1.0 22.4 1.1 1.7 2.3 2.8 27.4 4.5 6.7 8.9 11.2 22.5. 1.2 1.8 2.4 3.0 27.5 4.5 6.8 9.1 11.3 22..6 1.3 1.9 2.5 3.2 27.6 4.6 6.9 ' 9.2 11.5 22.7 1.3 2.0 2.7 3.3 27.7 4.7 7.0 9.3 11.7 22.8 1.4 2.1 2.8 3.5 2' .8 - 4.7 7.1 9.5 11.8 22.9 1.5 2.2 2.9 3.7 27.9 4.8 7.2 9.6 12.0 23.0 1.5 2.3 3.1 3.8 28.0 4.9 7.3 ' 9.'7 12..2 23.1 1.6 2.4 3.2 4.0 2-8.1 4.9 7.4 9.9 12.3 23.2 1.7 2.5 .3.3 4.2 28.2 5.0 7.5 10.0 12.5 23.3 1.7 2.6 3.5 4.3 29.3 5.1 7.6 10.1 12.7 23.4 .1.8 2.7 3.6 4.5 28.4 5.1 7.7 10.3 12.B 23.5 1.9' 2.8 3.7 4.7 28.5 5.2 7.8 10.4 13.0 23.6 1.9 2.9 3.9 4.8 28.6 5.3 7,9 10.5 13.2 23.7 2.0 3.0 4.0' 5.0 28.7 5.3 8.0 10.7 13.3 23.8 2.1 3.1 4.1 5.2 , 28.8 5.4 8.1 10•.8 13.5 23.9 2.1 3.2 4.3 5.3 28.9 5.5 8.2 10.9 13.7 24.0 2.2 3.3 4.4 5.5 29.0 5.5 8.3 11.1 13.8 24.1 2.3 3.4 4.5 5.7 29.1 5.6 8.4 11.2 19.0 24.2 2.3 3.5 4.7 5.8 29.2 5.7 8.5 11.3 14.2 24.3 2.4 3.6 4.8 6.0 29.3 5.7 8.6 11.5 19:3 24.4 2.5 3.7 4.9 6.2 29:4 5.8 8.7 11.6 14.5 24.5 2.5 3.8 5.1 6.3 29.5 5.9 8.8 11.7 14.7 24.6 2.6 3.9 5.2 6.5 29.6• 5.9 8.9 11.9 14.8 24.7 2.7 4.0 5.3 6.7 29.7 6.0 9.0 12.0 15.0 21.8 2.7 4.1 5.5 6.8 29.8 6.1 9.1 12.1 15.2 24.9 2.8 4.2 5.6 7.0 29.9 6.1 9•.2 12.3 15.3 25.0 2.9 4.3 5.7 7.2 30.0 6.2 9.3 12.4 15.5 25.1 2.9 4.4 5.9 7.3 30.1 6.3 9.4 12.5 15.7 25.2 3.0 4.5 6.0 7.5 30.2 6.3 9.5 12.7 15.8 25.3 3.1 4.6 6.1 7.7 30.3 6.4 9..6 .12.8 16.0 25.4 3.1 4.7 6.3 7.8 30.4 6.5 9.7 12.9 16.2 25.5 3.2 4.8 6.4 8.0 30.5 6.5 9.8 13.1 16.3 25.6 3.3 4.9 6.5 8.2 30.6 6.6 9.9 13.2 16.5 i I j Table 2. Potential water-leuei rise,infeet f°re with ex ind well Barnstable Al W 24?-Coutinued ZONE C ZONE D ZONE B .WATER ZONE A . LEVEL 67 10.0 13:3 16.7 . 30.7 13.5 16.B 30.8 6.7 10.117.0 30.9 6.8 10.2 13.1 17.2 31.0 6.9 10.3 13. 17.3 31.1 6.9 10.4 13.9 31.2 7:0 10.5 14.0 17.5 31.3 7.1 10.6 14.1 17.7 31.4 1.1 10.1 14.3 1 10.8 14.4 8.0 31.5 '7 • 31.6, 7.3 10.9 19.5 18.2 31.7 7.3 11.0. 14 18.3 31.8 1.4 11.1 143 18.5 31.9 7.5 11.2 14.9 18.18.8 32.0 1.5 11.3 15.1 32.1 7.6' 11.4• 15.2 19.0 32.2 7.7 11.5 15.3 19.2 32.3 7.7 11.6 15.5 19.3 4 1.8 1J•'7 15.6 19.5 32. 32. 7.9 11.8 15.7 19.7 32.6 7.9 11.9 15.9 19.8 32.1 8.0 12.0 16.0 20.0 32.8 8.1 12.1 16.1 20.2 32.9 8.1 12.2 16.3 20.3 33.0 B:2 12.3 16.4 20.5 33.1 8.3 12.4 16.5 20.7 33.2 8.3 12.5 16.7 20.8 33.3 8.4 12.6 16.8 21.0 33.4 8.5 12.7 16.9 21.2 33.5 8.5 12.8 11.1 21.3 33.6 8.6 12.9 11.2 21.5 • M11- .Supplement Table.5.. Poteiitial water-level rise, in feet,for use with index well Mashpee MIW-29 WATER ZONE A ZONE B ZONE C. ZONE D LEVEL 5.7 0.0 0.0 0.0 0.0 5.8 • � .0..1 •0..1 0.1 0.2• 5.9 0.1 0.2 0.3 6.0 0.3 _ 0.2 0.3 0.4 0.5 6.1 0.3 0.4 0.5 0.7 6.2 0.3 0.5 0.7 6,3 0.8 0:4 0.6 0.8 1;0 6.4 0.5 0.7 0.9 6.5 1 .2 0.5 0.8 1 .1 1.3 6.6 0.6 0.9 •1 .2 1:5 . 6.7 0.7 1 .0 1 .3 6.8 .1 .7 0.7 1.1 .1.5 1.8 6.9 0.8 1 .2' 1.6 2.0 7.0 0.9 1 .3 1.7 2.2 7.1 . 0.9 1 .4 1.9 .2.3 7.2 1.0 '1 .5 .2.0 2.5 7..3 1.1 1 .6. 2.1 2.7 ' 7.4 1.1 • 1 .7 2.3 .7'5 1.2 2.8 1 .8 2.4 3.0 7.6 1.3 1 .9 2.5 3.2 7.7 1.3 2.D. 2.7 7.8 1.4 3.3 2.1 2.8•7.9 1.5 2.2 3.5 2.9 8.0 3.7 1.5 2.3 3.1 .3.8 8.1 1 .6 2.4 3.2 4.0 8.2 1 .7 2.5 3.3 4.2 8.3 1.7 2.6 3.5 4.3 8.4 1.8 2.7 3.6 4.5 8.5 1.9 2.8 3.7 4.7 8.6 1 .9 2.9 3.9 4.8 8.7 2.0 3.0 8.8 4.0 5.0 2.1 3.1 1 4 5.2 8.9 2.1 3.2 4.3 5.3 9.0 2.2 3.3 4;4 5.5 . j . I i 4 i Supplement Table 5. Potential water-level rise, in feet, for " use-with index well Mashpee MIW-29 WATER. ZONE A ZONE B ZONE C ZONE D LEVEL . 9.1 2.3 .3.4 4•.5* 5.7 9.2 2.3 3.5 4.7 5.8 9.3 2.4 3.6 4.8 6.0 9.4 2.5 3.7 4.9 6.2 9.5 .2.5 3.8 5.1 6.3 9.6 2.6 3.9 5.2 6.5 9.7 2.7 4.0 5.3 6.7 9.8 2.7 4.1 5.5 6.8 9.9 2.8 4.2 5.6 7.0 10.0 2.9 4.3 5.7 7.2 10.1 2.9 4.4 5.9 ' • 7.3 10.2 3..0 4.5 6.0 7.5 10.3 3.1 4.6 6.1 7.7 10.4 -3.1 -4.7 6.3 7.8 10.5 3.2 4.8 6.4 810 10.6 3.3 4.9 6.5 .8.2 10.7 3.3 5.0 6.7 8.3 1-0.8 3.4 5.1 . 6.8 8..5 10.9 3.5 5.2 6.9 8.7 11 .0 3.5 5.3 - 7.1 8.8 11 .1 3.6 5.4 7.2 9.0 11 .2 3 7 5.5 7.3 9.2 11 .3 3.7 5.6 7.5 9.3 11 .4 3.8 5.7 " 7.6 9.5 11 .5 3.9 5.8 7;7- 9.7 11 .6 3.9 5.9 7.9 9.8 11 .7 4.0 6.0 8.0 10.0 11 :8 4.1 .6.1 8.1 10.2 11 .9 4.1 6.2 8.3 10.3 12.0 4.2. 6.3 8.4 10.5 12.1 4.3 6.4 8.5 10.7 12.2 4.3 6.5 8.7 10:8 12.3 4.4 6•.6 8.8 11 .0 12.4 4.5 6.7 8.9 11 .2 Supplement Table 5. Potential water-level rise,in feet,for use with index well Mashpee MIW-29 WATER ZONE A ZONE B ZONE C ZONE D LEVEL 12.5 4.5 6.8 9.1 11-3 12.6 4.6 6.9 9-.2 11 .5 12.7 4.7 7.0 9.3. 11'.7 12.8 4.7 7.1 9.5 11'.. 12.9 4.8 7.2 . 9.6 12.0 13.0 4.9 '7.3 9.7 12: •13.1 4.9 7.4 9.9 1.2.3 13.2 5.0 7.5 10-.0 12.-5 13.3 5.1 .7.6 1.0.1 12.7 13.4 5.1 7.7. 10.3 12.8 13.5 ..5.2 7.8 10.4 13.0 18.6 5.3 `,' 7.9 10.5 13.2 13.7 5.3 8:0 .10.7 •13,3 13.8 5.4 8.1 10.8 1 a.5 13.9 5.5 8.2 10.9 13.7 14.0 5;5 8.3 11 .1 13.8 14.1 -5,6 8.4 1 1 .2 14.0 1'4.2 5.7 8.5 . 11 .3 14.2 14.3 5.7 8.6 1 1 .5 14.3 14.4 5.8 8.7 11 .6 14.5 14.5 5.9 . 8.8 11 .7 14.7 14.6 5.9 8.9 11 .9 '14.8 14.7 6.0 9.0 12.0 15.0 14.8• 6.1 9.1 12.1 15.2 14.9 6..1 9.2 _ 12.3 1.5.3 1'5.0• 6.2 9.3-• 12.4 15.5 15.1 . 6.3 9.4 12.5 15.7 ' e in feet for Supplement'I'able'6. Potential water-level rise, _ use with index well Sandwich-252 WATER ZONE A ZONE B ZONE C ZONE D LEVEL 45.9 0.0 0.0 0.0 0.0 46.0 0.1 0.2 0.2 0.3 46.1 0.2 _ 0.3 0.4 -0.5 4 6.•2 0.3 0.5 0.6 0.8 46.3 0.4 . 0.6 0.8 •i.0 46.4 0.5 0.8 1 .0 1 .3 4.6.5 0.6 0.9 1 .2 1 .5 46.6 0.7 1 .1. .1 .4 t.8 46.7 0.8 1 .2 1 .6 2.0 46 .8 0.9 . 1 .4 1 .8 .2.3 46.9 1 .0 1 .5 2.0 2.5 47.0 1 .1 1 .7 2.2 2.8 47.1 1 .2 1 .8 2 4 3.0 47.2' 1 .3 2.0 2.6 3.3 47.3 1 .4 2.1 2.8 47.4 1 .5 2.3 3.0 3.8 47.5' 1 .6 2.4 3.2 .4.0 47.6 1 .7 2.6 .3.4 4.3 . 47.7 1 .8 2.7 3.6 4.5 47.8 1 .9 2.9. 3.8 4.8 47.9 -2.0 3.0 4'.0 5.0 4 8.0 . 2.1 3.2 4.2 5.3 48. 1 2.2 . 3.3 4.4 5.5 48..2 2.3 3.5 4.6 5.8 48.3 2.4 3...6. 4.8 6.0 48.4 2.5 - .3:8 5.0 6.3 48.5 2.6. 5.2 6.5 48..6 2.7 4.1 5.4 6.8 48.7 2.8 4.2 .5.•6 •7.0 48.8 2.9 4.4 5.8 7.3 48.9 3.0 4.5 6.0. .7.5 49.0 3.1 4.7 6.2 7.8 49.1. 3.2 4.8 6.4 8.0 7 �'c Supplement Table 6. Potential water-level rise{in feet,.for use with index well Sandwich-252 - -WATER ZONE A ZONE B ZONE C ZONE D LEVEL. 4 9'.2 3..3 5.0 6.6 8.3 49.3 3.4 5.:1 6.8 8.5 49.4 3.5 5.3. 7.Q 8.8 49.5 3.6 . 5.4 7.2- .9.0 , .49.6 3.7 . 5.•6 7.4 9.3 49.7 3.8 "' 5.7 7.6 9.5 49.8 .3.9 5'.9 7.8. 9.8 . 49.9 4.0 6.0 8.6 1.0.0 50.0 4.1 6.2 8.2 10.3• 50.1 4.2 6.3 8.4 10.5• 50.2. 4.$ 6.5 8.6 10.8 •50.3 4.4 6.6 8,8 11 .0 50.4 4.5 .6.8 9.0. 1 1:3 50.5 4.6 6..9 9.2 11.5 5'0'.6 4.7 7.1 9..4 11 .8 50.7 4.8 7.2 9.6 12.0 50.8 4.9 7.4 9.8 . 12.3 -50.9 5.0 7.5 10.0 12.5. 51 .0 5.1 7.7 10.2 12.8 . 51 .1 .5.2 7.8. 10.4 13.0 51 .2 .5..3 8.0 10.6 13.3 51 .3 5.4 8.1 10.8 13.5 51 .4 5.5 8.3 11 .0 13.8 51 .5 5.6 8.4 11 .2 14..0 51 .6 5.7 8.6 1 1 .4 14.3 51 .7 5.8 8.7 11 .6 14.5 81 .8 5.9 8.9 11 .8 14.8 51 .9 6.0 9.0 12.0 15.0 •52.0 6.1 9.2 12.2 15:3 52..1 6.2 9.3 12.4 15.5 52.2 6.3 9.5 12.6 15.8 52.3' 6.4 9.6. 12.8 16.0 52.4 6.5 9.8 13.0 16.3 f � Table 7. Potential ivater-level rise,in feet,for use Table 7. Potential water-level rise,in feet,for use with index well Sandwich SDW 253- with index well Sandwich SDW-253-Continued WATER ZONE A ZONE B ZONE C WATER ZONE A ZONE B ZONE C LEVEL LEVEL _. 45.8 0.0 0.0 0.0 50.8 1.3 5.0 6.7 45.9 0.1 0.1 0.1 50.9 3.4 5.1 6.8 46.0 0.1 0.2 0.3 51.0 3.5 5.2 6.9 46.1 0.2 0.3 0.4 51.1 3.5 5.3 7.11, 46.2 , .0.3 0.4 0.5 51.2 3.6 5.4 7.2 46.3 0.3 0.5 0.7 51.3 3.7 5.5 7.3 49.4 0.4 0.6 0.8 51.4 3.7 5..6 7.5 46.5 0.5 0.7 . 0.9 51.5 3 A 5.7 7.6 46.6 0.5 0.8' i.1 51.6. 3.9 5.8 7.7 46.7 0.6 0.9 1.2 51.7 3.9 5.9 7.9 46.8 0.7 1.0 1.3 51.8 4.0 6.0 8.0 46.9 0.7 1.1 1.5 51.9 4.1 6.1 9.1 47.0 0.8 1.2 1.6 52.0 4.1 6.2 8.3 47.1 0.9 1.3 1.7 52.1 4.2 6.3 8.4 47:2 0.9 1.4 1.9 52.2 4.3 6.4 8.5 47.3 1.0 1.5 2.0 52.3 4.3 6.5 8.7 47.4 1.1 1.6 2.1 52.4 4.4 6.6 8.8 47.5 " 1.1 1.7 2.3 52.5 4.5 6.7 8.9 47.6 1.2 1.8 2.4 52.6 4.5 6:8 9.1 47.7 1.3 .1.9 2.5 52.7 4.6 6.9 9.2 47.8 1.3 2.0 2.7 52.8 4.7 7.0 9.3 47.9 1.4 2.1 2.8 52.9 4.7 7.1 9.5 4'8.0 1.5 2.2 2.9 53.0 4.8 7.2 9.6 48.1 1.5 2.3 3.1 53.1 4.9 7.3 9.7 48.2 1.6 2.4 3.2 53.2 4.9 7.4 9:9 48.3 1.7 2.5 3.3 53.3 5.0 7.5 10.0' 48.4 1.7 2.6 3.5 53.4 5.1 7.6 10.1 48.5 1.8 2.7 3.6 53.5 5.1 7.7 10.3 48.6 1.9 2.8 3.7 53.6 5.2 7.8 10.4 98.7 1.9 2.9 3.9 53.7 5.3 7.9 10.5 , 48.8 2.0 3.0 4.0 53.8 5.3 8.0 10.7 48.9 2.1 3.1 4.1 53.9 5.4 8.1 10.8 49.0 2.1 3.2 4.3 54.0 5.5 8.2 10.9 49.1 2.2 3.3 4.4 54.1 5.5 8.3 11.1 49.2 2.3 3.4 4.5 54.2 5.6 8.9 11.2 49.3 2.3 3.5 4.7 54.3 5.7 8.5 11.3 49.4 2.4 3.6 4.8 54.4 5.7 8.6 11.5 49.5 2.5 3.7 4.9 54.5 5.8 8.7 11.6 49.6 2.5 3.8 5.1 54.6 5.9 8.8 11.7 49.7 2.6 3.9 5.2 54.7 5.9 8..9 11.9 49.8 2.7 4.0 5.3 54.8 6.0 9.0 12.0 49.9 2.7 4.1 5.5 54.9 6.1 9.1 12.1 50.0 2.8 4.2 5.6 55.0 6.1 9.2 12.3 50.1 2.9 4.3 5.7 55.1 6.2 9.3 12.9 50.2 2.9 4.4 5.9 55.2 6.3 9.4 12.5 50.3 3.0 4.5 6.0 55.3 6.3 9.5 12.7 50.4 3.1 4.6 6.1 55.4 6.4 9.6 12.8 50.5 3.1 4.7 6.3 55.5 6.5 9.7 12.9 50.6 3.2 4.8 6.4 55.6 6.5 9.8 13.1 50.7 3.3 4.9 6.5 55.7 6.6 9.9 13.2 r'� Table 7. Potential ivater-level rise,in feet,for use Table 7. Potential water-level rise,in feet,for use with index well'Sandwich SDW-253. with index we11 Sandwich SDW-253-Continued WATER ZONE A ZONE B ZONE C WATER ZONE A ZONE B ZONE C LEVEL LEVEL 45.8 0.0 0.0 0.0 50.8 1.3 5.0 6.7 45.9 0.1 0.1 0.1 50.9 3.4 5.1 6.8 46.0 0.1 0.2 0.3 51.0 3.5 5.2 6.9 46.1 0.2 0.3 0.4 51.1 3.5 5.3 7.1. 46.2 , 0.3 0.4 0.5 51.2 3.6 5.4 7-.2 46.3 0.3 0.5 0.7 51.3 3.7 5.5 7.3 46.4 0.4 0.6 0.8 51.4 3.7 5.6 7.5 46.5 0.5 0.7 0.9 51.5 3:8 5.7 7.6 46.6 0.5 0.8, 1.1 51.6. 3.9 5.8 7.7 46.7 0.6 0.9 1.2 51.7 3.9 5.9 7.9 46.8 0.7 1.0 1.3 51.8 4.0 6.0 8.0 46.9 0.7 1.1 1.5 51.9 4.1 6.1 8.1 47.0 0.8 1.2 1.6 52.0 4.1 6.2 8.3 47.1 0.9 1.3 1.7 52.1 4.2 6.3 8.4 47:2 0.9 1.4 1.9 52.2 4.3 6.4 8.5 47.3 1.0 1.5 2.0 52.3 4.3 6.5 8.7 47.4 1.1 1.6 2.1 52.4 4.4 6.6 8.8 47.5 1.1 1.7 2.3 52.5 4.5 6.7 8.9 47.6 1.2 1.8 2.4 52.6 4.5 6:8 9.1 47.7 1.3 1.9 2.5 52.7 4.6 6.9 9.2 47.8 1.3 2.0 2.7 52.8 4.7 7.0 9.3 47.9 1.4 2.1 2.8 52.9 4.7 7.1 9.5 4'8.0 1.5 2.2 2.9 53.0 4.8 7.2 9.6 48.1 1.5 2.3 3.1 53.1 4.9 7.3 9.7 48.2 1.6 2.4 3.2 53.2 4.9 7.4 9:9 48.3 1.7 2.5 3.3 53.3 5.0 7.5 10.0' 48.4 1.7 2.6 3.5 53.4 5.1 7.6 10.1 48.5 1.8 2.7 3.6 53.5 . 5.1 7.7 1Q.3 48.6 1.9 2.8 3.7 53.6 5.2 7.8 10.4 48.7 1.9 2.9 3.9 53.7 5.3 7.9 10.5 48.8 2.0 3.0 4.0 53.8 5.3 8.0 10.7 48.9 2.1 3.1 4.1 53.9 5.4 8_1 10.8 49.0 2.1 3.2 4.3 54.0 5.5 8.2 10.9 49.1 2.2 3.3 4.4 54.1 5.5 8.3 11.1 49.2 2.3 3.4 4.5 54.2 5.6 8.4 11.2 49.3 2.3 3.5 4.7 54.3 5.7 8.5 11.3 49.4 2.4 3.6 4.8 54.4 5.7 8.6 11.5 49.5 2.5 3.7 4.9 54.5 5.8 8.7 11.6 49.6 2.5 3.8 5.1 54.6 5.9 8.8 11.7 49.7 2.6 3.9 5.2 54.7 5.9 8..9 11.9 49.8 2.7 4.0 5.3 54.8 6.0 9.0 12.0 49.9 2.7 4.1 5.5 54.9 6.1 9.1 12.1 50.0 2.8 4.2 5.6 55.0 6.1 9.2 12.3 50.1 2.9 4.3 5.7 55.1 6.2 9.3 12.4 50.2 2.9 4.4 5.9 55.2 6.3 9.4 12.5 50.3 3.0 4.5 6.0 55.3 6.3 9.5 12.7 50.4 3.1 4.6 6.1 55.4 6.4 9.6 12.8 50.5 3.1 4.7 6.3 55.5 6.5 9.7 12.9 50.6 3.2 4.8 6.4 55.6 6.5 9.8 13.1 50.7 3.3 4.9 6.5 55.7 6.6 9.9 13.2 v g .25- 3 Table 7. Potential water-level rise,in feet,for use with index well Sandwich SDW-253-Continued WATER ZONE A ZONE B ZONE C LEVEL 55.8 6.7 10.0 13.3 55.9 6.7 .10.1 13.5 56..0 6.8 10.2 13.6 56.1 6.9 10.3 13.7 56.2 6.9 10.4 13.9 56.3 7.0 10.5 14.0 56.4 7.1 10.6 14.1 56.5 7.1 10.7 14.3 56.6 7.2 10.8 14.4 56..7 7.3 10.9 14.5 56.8 7.3 11.0 14.7 56.9 7.4 11.1 14.8 57.0 7.5 11.2 14.9 57.1 7.5 11.3 15.1 57.2 7.6 11.4 15.2 57.3 7.7 11.5 15.3 57.4 7.7 11.6 15.5 57.5 7.8 11.7 15.6 57.6 7.9 11.8 15.7 57.7 7.9 11.9 15.9 57.8 8.0 12.0 16.0 57.9 8.1 12.1 16.1 58.0 8.1 12.2 16.3 58.1 8.2 12.3 16.4 58.2 8.3 12.4 16.5 58.3 8.3 12.5 16.7 58.4 8.4 12.6 16.8 58.5 8.5 12.7 16.9 58.6 8.5 12.8 17.1 58.7 8.6 12.9 17.2 58.8 8.7 13.0 17.3 58.9 8.7 13.1 17.5 59.0 8.8 13.2 17.6 59.1 8.9 13.3 17.7 59.2 8.9 13.4 17.9 59.3 9.0 13.5 18.0 59.4 9.1 13.6 18.1 59.5 9.1 13.7 18.3 59.6 9.2 13.8 18.4 59.7 9.3 13.9, 18.5 BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3`d Floor,Hyannis,MA 02601 Tel: (508)771-7502 Fax: (508)771-7622 June 15,2012 Mr.Thomas McKean,Director Health Dept. Town of Barnstable 200 Main Street, Hyannis,MA 02601 CERTIFICATION OF UNDERGROUND TANK INSTALLATION SITE PLAN REVIEW NUMBER: SPR#020-11 PROJECT TITLE: Balise Nissan PROJECT LOCATION:, 322 Falmouth Road,Hyannis,MA 02601 I, Matthew Eddy, being a registered Professional Civil Engineer with the firm of BAXTER NYE ENGINEERING & SURVEYING, Registered Professional Engineers and Land Surveyors, hereby certify that I, or personnel under my supervision, have reviewed the tank installation and that it was, to the best of my knowledge, information and belief, installed in substantial compliance with the submitted plans as approved by the Board of Health. Additionally,the tank installation elevation was surveyed and'certified as follows: Top of tank=43.02' Bottom of tank=37.65' The calculated HGW is 32.1. This provides greater than the required separation from HGW of five feet. ZH OF Pf.48. moo`' MATTNEW CyG Ln W. C�DL ; Name Matthew Eddy,P.E. No.43183 Registration No.: /SZ Seal �SS�ONAL ENG\ Signature Cc: Mr.James Demas,Balise Automotive File ; - 0A2011\2011-038\ADMINU.ETTERS\2011-038 L4 Tank installation Certification.docx = L<J Page 1 Land Surveys • Subdivisions. • Septic Design • Wetland Filings • Site Design P�OFINE TW�,� Barnstable Town of Barnstable AMmmicacity IIARMSr ASS. , ` Board of Health 9 MASS. 039. PrfO MA1 A' 200 Main Street,-Hyannis MA 02601 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi Mr. Matthew Eddy March 25, 2012 Baxter Nye Engineering & Surveying •78 North Street Hyannis;MA 02601 RE:. Balise Nissan/ 322 Falmouth Road, Hyannis A 293 - 011 Dear Mr. Eddy, 0"P A^ You are.granted permission, on behalf of Balise Auto Realty LLP, to install a new underground 4,000 gallon double-walled steel storage tank at 322 Falmouth Road, Hyannis. The tank will consist of three compartments for waste oil, new motor oil, and synthetic oil. The tank will not be located within any zones of contribution to public water supply wells. The installation of a new tank may be-permissible at a commercial , facility according to the Town Code, only after seeking permission from the Board of Health. This tank will be located at a commercial facility and the applicant appeared before the Board at a public meeting held on March 13, 2012. This permission is granted with one condition:. e The designing engineer shall supervise the installation of the underground tank and shall certify in writing.to the Board that the tank was installed in substantial compliance with the submitted plans, particularly in regards to the vertical separation to the estimated high groundwater table.. The engineer demonstrated to the Board that the tank will be constructed out of state-of- the-art technology, including interstitial monitoring. Also,using the.United States Geological Survey (U.S.G.S.)Frimpter Method, it was calculated that the tank will be located.at least five feet above the maximum adjusted groundwater table.. Physical constraints at the property limit the space available for an above ground tank of this size. Sin rely, ie C ai n BO OF`HEALTH TOWN OF BARNSTABLE Q:\WPFILES\BaliseTank2012.doc DATE: $ /� i" "�•g; FEE: * BA IMMLE, ' MASS. 9� 059 ��� REC. BY Town of Barnstable - SCHED. DATE: Board of Health l3 200 Main Street, Hyannis MA 02601 a, Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul J.Canniff,D.M.D. MEETING ` � V XADWEREQUEST FORM LOCATION 322 Falmouth Rd: , Hyannis MA. 02601 Property Address: . of, oZ _ 0 � Al llt� Assessor's Map and Parcel Number. ,293/P 8 to 12 _- Size o L'ot �3 .05 Ac. 4�3f1/L i, Wetlands Within 300 Ft. Yes. Business Name: Balise Motor Sales Nissan %�� No XX Subdivision Name:try k APPLICANT'S NAME: :Balise Auto. Realty LP Phone (413) 735-1002 Did the owner of the property authorize you to represent him or her? -Yes XX No J. FALyi PROPERTY OWNER'S NAME CONTACT PERSON Balise�Auto. Realty Matthew Eddy, Baxter Nye .Engineering Name: Name.-. 1102 Riverdale Street Address: West Springfield, MA 010 8 9 ' Address'. 7 8 North St. , Hyannis MA e (413) 735-1002 - 508-771-7502 . Phone: Phone: , VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) NOT APPLICABLE 3 � �� NOT APPLI LE rj c°-o mp1 P i .5o' -oe a�l N A NATURE OF WORK: House Addition. House Renovation 0 Repair of Faile Uptic System 0 Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Completed seven(7)page checklist confirming review of engineered septic,'system plan by submitting engineer or registered sanitarian Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage.regulation variances only) Full menu submitted(for grease trap variance requests only) _ Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee only], outside dining variance renewals[same owner/leasee 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. Wayne Miller,Chairman ' NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Paul J.Cannifi D.M.D. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary J Internet Files\Content.Outlook\BAJ9P9B7\VARIREQ.DOC //' Martin, Cynthia From: Martin, Cynthia . Sent: Thursday, March 01, 2012 4:33 PM To: McKean, Thomas Subject: Nissan UST Tom, Nissan needs to provide us with the groundwater level at the proposed site of the UST. Doing a quick review with Dave it appears as though the tanks depth to groundwater is too close to call. (It cannot be with five feet of groundwater.) Cindy Hazardous Materials Specialist Barnstable Public Health Division 200 Main Street Hyannis, MA 02601 Tel.-508-8624645 Fax 508-790-6304 TRANSMITTAL-` BAXTER NYE ENGINEERING. & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,Yd Floor,Hyannis,MA 02601• "Tel:(508)171-7502 Fax:(508)771-7622 Date: March 91 201 TO: Thomas McKean Total No.Pages: Barnstable Health Division BN Job No.:,. 20 -038 . ''200 Main Street Subject: fe alise Nissan Hyannis ZI322 Falmouth Road,516 • a`rse's Way Phone: Hyannis . cc: We are se ing�you�.Att'" ed '❑Under Separate Cover q Via Fax(No. of pages including Transmittal Sheet) ❑First Class Mail/Registered#: ; ❑ Overnight ❑Pick up ®Haiid.Delivery" ' 9 The following documents:' ❑,Prints/Plans ❑ Specifications ❑_Estimates/Proposal ❑'Change Order❑ Shop Drawings ❑Reports/Calculations El Other 3 DATE - COPIES NO. PAGES DESCRIPTION 3/9/12 4 Memorandum 3/2/12 4 High Ground-Water'Calcs'. , 3/9/12 4 Grading Plan 8/21/11- 4 Geoteclinical Re 'ort These items are transmitted as checked below:. E For Your Use. ❑As Requested ❑`Returned For Corrections , ❑ For Review And Comment- ❑For Approval, ❑For Distribution Remarks:' d r Tom, Please don't hesitate to call with any questions'or comments as necessary. Thank you. f° Matthew W. Eddy, P.E. . Managing Partner • • `• �� �-� z MWE/kb 4 0A2011\2011-038WDMIN\TRANSMITTALS\2011-038 T17 TM.Report,Grading,High GW Calc,Memo 3-8-12.doc r Note: , This transmittal contains privileged information.Please contact the sender immediately if this transmittal is illegible, incomplete orb not intended for your use:Thank you. . I:\document templates/transmittal template March 1,$201`2 Thomas A.McKean Town of Barnstable Public Health Division 200 Main Street Hyannis,Massachusetts 02601 John C.Klimm _ Barnstable Town Manager 387 Main Street Hyannis,Massachusetts 02601 Re: Notice of Availability of Phase V Remedy Operation Status and Remedial Monitoring Report Former Shell-Branded Gasoline Station 577 West Main Street Hyannis,Massachusetts MassDEP RTN 4-16772 To Whom It May Concern: In accordance with the Massachusetts Contingency Plan (MCP) 310 CMR 40.1403 (3)(e), this correspondence serves as notification that a Phase V Remedy Operation Status &Remedial Monitoring Report (ROS-RMR)was submitted to the Massachusetts Department of Environmental Protection(MassDEP)for the above referenced,location (the°disposal site). The report summarizes activities conducted between Lu Se mber 20 1 and February 2012. co A summary of findings and conclusions for response actions at the disposal site have been provided in previous reports submitted to-the-Massachusetts Department of Environmental Protection (MassDEP). r- The selected remedial action alternative for the "disposal site" is monitored natural attenuation (MNA) ta. ando removal�'of-light non-aqueous phase liquid (LNAPL) via active and passive methods, as needed. ' Col nued mo)#toring of the dissolve-phase gasoline plume and geochemical conditions within the p1tGe, and u� E:aCnd downgradient of the plume are being conducted on a quarterly basis. Monitoring of CC) L14AP is a #ormed concurrent with groundwater monitoring. LNAPL was detected in during this p LV reporting period in monitoring wells within the source area(adjacent to the former gasoline underground . storage tanks). Copies of the report can be obtained at the MassDEP Southeast Regional Office in Lakeville, Massachusetts.If you have any questions please call the undersigned at(508)339-3200. Sincerely; SOVEREIGN CONSULTING,INC.. Lisa M.Stone Rachel Leary,P.E. LSP Project Manager Senior Project Manager cc: MassDEP SERO(within report package) Mr.David Weeks,Motiva Enterprises LLC(within report package) Sovereign File-2R874 4 Open Square Way, Suite 307 • Holyoke, MA 01040 •Tel: 413-540-0650 • Fax: 413-540-0656 BAXTER NYE ENGINEERING`& SURVEYING Registered Professional Engineers and-Land Surveyors 78 North Street,3rd Floor,Hyannis,MA 02601 Tel: (508)771-7502 Fax: (508)771-7622 MEMORANDUM- To: Thomas McKean, , From: Matthew Eddy, P.E. i Date: 3/9/12 k, Re: Balise Nissan—Underground Storage Tank 1.,; cc: Jim Demas, Balise ; Dennis Bolduc, Bolduc Mechanical Services •. - { Please accept the following in response to your request f6r the verification of 5 foot separation between the proposed bottom of the^underground tank and the Adjusted High Groundwater Elevation. Attached hereto please find: 1.. Adjusted High Groundwater(HGW)Level.Computation_ 2.. The Geotechnical Report, dated 8/21/2011 performed for the Balise Nissan site. Based on the Geotechnical Report, the observed groundwater elevation at the time of the investigation was 30.5 ft. The high groundwater adjustment calculation.has been performed and the adjusted maximum HGW elevation is 32.4. The tank installation is proposed as follows: R ' The-finish grade elevation over the tank is 45.0. , • Top of tank is buried at 2 ft below grade (in:accordance with NFPA'30 -6" reinforced concrete slab and 18"of gravel borrow base material) =43.0 ` • Bottom elev of 64" diam. Tank= 37.6 ft'." • Adjusted HGW is 32.4 ft. • Separation between bottom of tank and adjusted maximum HGW Elev= 5.2 ft ij�sOF MAs MAT_THE c rt/ Wnn / , �.CDV�L= O/.A3 3 _ S T : SS�pNAL ENG 1 HIGH GROUNOM. R UVEL COMP UTATI®1 Dated. 3/2/2012 322 Falmouth Rd. Site Location:;. '.. . ,. Permit; `. Hyannis, MA 9wner Balise.Auto Realty LP " - Baxter Nye Engineering Contractor::' Phbh, 508-771-7502 Notes.- Groundwater information taken from Geoteclinical .Investigation prepared by Briggs Engineeringt & Testing, for Proposed Nissan Building, dated 8/21/2011. STEP1 - Measure depth td.watertable to nearest 1/'1Q ft: 8/21/2011 15.5 Boring (depth'`is in feet below land surface) 'Date< mm/dd/yy -feet`belo v,Is. STEP.2 Usrrig.Water-:Level:Range+Zone and.Index Well; Map ,—t- site and determine:: - A:'A PP ` AIw-230r hate index welt ,- A � D. 4-4.9' B),Water=level eang.e zonee:- STEP.3' 'Using monthly "Current Water Resources Conditions" determine current depth�to water 21.92 Provisional Value evel for index well. •. a • a mm/ri l STEP"4 UsingiTabie of Potential Water Ldve1 Rise:for inde"ell (STEP 2A), dd ht.d.epth 'to water ► i level for index well:(STEP 3),,and water=i.evel zone.(STEP 26) determine;'water-level' 1.9 adjustment:, s Q. , E '.STEP S. Esbma.te depth to high water by`subtra.cdn'd the; 13.6 water-,level adjustment (STEP 4) measured depth to wateeaevel at site(STEP 1:).: iV;OTE* Tables 1-,9. "Potential Water-Level Ri a"Fare attached. as w.oTksheets.to;t[iis Me. Ground Elevation.at Boring B-4 = 46.0 ft" .. Adjusted -Depth to High. Groundwater = 13.6 ft Adjusted Elevation of -High Groundwater = 32.4"ft. monthly:index,Weil data, www capecodcotnrnissi:on.org%wells:;htrnf _ s CAPE c&D COMMISSION . USGS OBSERVATION YELL DATA s '-February. 2012 To.be used in conjunction with Cape Cod Commission Technical Bulletin 92-001,the ' USGS procedure for estimating high groundwater levels on Cape Cod, Massachusetts. The following water level measurements are taken monthly and will be-available the last week of each month. The Bulletin text, forms and maps are available online at: http://www.capecodcomrhission.ord/departments/technicalservices/water/aroundwaterlevels „ Water Level Below Well Land Surface Datum Barnstable 230 ,. 21.92* Barnstable 247 23.33 Bourne 198. r 32.26 t ' Brewster 21.. 9.22 Chatham 13 8 24.19 Mashpee 29 7.91 Sandwich 252 46.98 - Sandwich 253 s 48.08 ro Truro 89 11.62 11 Wellfleet 17 10.53 * Adjusted Provisional Value to use,as replacement until well can be replaced t Potential water-level rise,.,in feet, for use with Table 1 index well Barnstable A1W-230 WATER LEVEL ZONE A ZONE B ZONE C ZONE D ZONE E 20.5 0 0 0 0 0 20.6 0.1' 0.1 0.1 .0.1 0.2 20.7 0.1 0.1 t 0.2 0.3 0.3 " 20.8 0.2 •'0.2 0.3 0.4 0.5 20..9 0.2 0.3 0.4, 0.5 0.6 21 0.3 0.3 •0.5 0.7 0.8 ,r 21.1 0.3 ' 0°4 0.6 0.8 0.9 21.2 0.4 0.5 0.7 0.9 1.1 21.3 0.4 0.5 `. 0.8. 1.1 1.2 21.,4 O.S. 0.6 0:9 .1.2 1.4 21.5 ,0.5 0.7 1 1.3 1.5 21.6 0.6 0.7 1:1 ' . 1.5 1.7 21.7 0.6 0.8 1.2 1.6 1.8 b 21.8 0.7 0.9 1.3 1.7 . 2 21.9 0.7 0.9 '1.4 1.9 2.1 22 0.8 1 '1:5. 2 2.3 22.1 0.8 1.1 1.6 . 2.1 2.4 22.2 0.9 '1.1 1.7 2.3 2.6 22.3 - 0.9 1.2 1.8 2.4 2.7 22.4, 1 1.3 1.9 • 2.5 2,9 22''5 0 1J' 2 -2.7 3 22'6 ' 1'.1 1.4 2.1" 2.8 3.2 22.7 1.1 1.5 2.2, 2.9 3.3 22.8 1.2 J-1.5 2.3 3.1 3,5 22.9 1.2 1.6 2.4 3.2 3.6 23 1.3 1.7' 2.5 .3.3 3.8 23.1 1.3 1.7 2.6 3°5 3.9 23.2 1.4 1.8' 2:7, 3.6 4.1 23.3 '1.4 1.9 = 2.8` 3.7 4.2 . 23.4 - 1.5 . 1;9 2.9 3.9 4.4 @. .. 23.5 _ 1.5 . 2 3 4 4.5 . 23.6 ` 1.6. 2.1 3.1 4.1 4.7 23J' 1.6 , 2.1 3.2 4.3 4.8 23.8 F.1:7 2.2 "3.3 4.4 5 23.9 1.7 22.3. - 3.4' 4.5 5.1 24 . . 1.8 2.3 3.5 4.7 5.3 24.1 1.8 . 2.4 3.6 4.8 5:.4 24.2 1.9 2.5 4 '3.7 4.9 5.6 24.3 1.9 2.15 3.8 5.1 5.7 + 24.4 2 2.6 3.9; .` 5.2 5.9 24.511 2 �. 2.7 4 5..3 6 24..6 . . 2.1 .2.7 ; . 4.1 ,'., 5.5 6.2 24.7 :2.1 2.8 4.2, 5.6 6.3 24.8 2.2 2.9 4.3' 5.7 6.5 R , .4T6.35 B 47 BOT.° OF 46.65 TO E -�rs - _ --_- s.s 47� �-4� 48 �� RET. 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F. r August 21, 2011 Baxter Nye Engineering.& Surveying c/o Mr..Matthew Eddy` 78 North.Street: t Hyannis, MA 02601 RE: Geo.tech.nical :lnvestig,ationiReport' Proposed Nissan Hyannis Building i4t 332 Falmouth Rd.:(Rte 28), Hyannis '(Barnstabl'e); MA In.accordance with your author zatJon.of Proposal,No. MA..02.1080 0idated.July 27, 2.011, Briggs'Engineering &Testing_,.A Division of PK•.Associates(Briggs)'has completed our investigation of the subsurface conditions at the above referenced location and com.p:leted this Geotechn cal Report., 1:o Project.D.escription and Location. F , The proposed project consists of'.dern ition of the front(south) portion of an existing auto sales dealership building and replacing,the demolished space with a slightly larger building addition Refer.to the attached.Figure 1 fo.r site layout.including existing and proposed building layouts. The sitej located on the-north side of Falmouth Road (R'oute 2'8) ari&is abutted•by Bearse's Way-to the west and Corporation Streetto'the east. Barnstable Airport and tr_affc rotary are IoGafed about 1_:5 miles east:of the site. Hy61 : Harbor is;Tocated: about.2..5 miles:south of.the site.. Topography at;-the sate and within 500 feet is,generalty level with several gentle to moderate slopes.. Regional topography within one-mile of the site,generally slopes ;down to the,south:to Hyannis Harbor: Briggs yisited the site on June 4 2011 and.observed. surface conditions'via test borings:.. Several utilities includi:ngrelectric,+telephone and'water are supplied'ta the existing;building via.underground. and overhead utility tines. . www.briggsengi:neering..com 1001Neymouth Street—unit, B-1, Rockland MA 02370 . :Phone 871-6040. Fax'.(781) 871:-7982 Offices in.Boston and C.u:mberland:Rl Geotechnical Investigation for Proposed Building Addition 332 Falmouth Road., Hyannis., MA August.21,.2010. Page 2 of 10 2.0 Subsurface Explorations The subsurface conditions at the Site were explored under the supervision-of the: undersigned Briggs' Geotechnical Engineer.. The explorations consisted of advancing: four (4) test borings around the.perimeter of the proposed building'as shown on Figure 1. The. borings were terminated at 21 to 26 feet depth. The borings were advanced on June 30, 2011: by Able Soils—Earth Tech„ Inc. of Harrisville,, RI..The-borings:were drilled,by a truck mounted boring rig using solid inch inside diameter'casing in accordance with ASTM D1586,, Penetration Test and Split Barrel Sampling of Soils". Standard Penetration Tests.(SPT) were performed at five foot intervals or more frequently as noted on the attached test boring logs. Soil samples were.field classified by David Geisser, Geotechnical Engineer on a full- time basis using the Bermister Soil Classification-System. Soil descriptions by Briggs. are.presented in the attached test boring logs. 3.0 Subsurface: Conditions Soils stratigraphy consists of grass and topsoil or asphalt over sandy fill and subsoil (at B-4), underlain by sands and silty sands, Asphalt Pavement. Bituminous asphalt pavement was encountered in borings B-1, B-2.and B-4 at grade to. a depth of 0.4 feet; The other three:bofin9s were advanced in landscape areas free of asphalt. Silty Sand Fill Silty Sand Fill:consisting of fine to medium sands with trace (less than 10%) gravel, trace to little (less than 20%) non-plastic fines (silt) was encountered to a depth of 1.5 to 4 feet below ow —warades. The fill is``grey-,brown`and medium dense`to verydense. with SPT N Valuesl of 11 to greater than 100, I Topsoil Silty sands with trace ..organic content were found in.B-3 to 1 foot:depth. .An N-Value was not recorded within he'topsoil zone as a full 18 inches oftopsoil would be :necessary for N-Value recording. ;Subsoil' Silty sand with about 1%o organic content was encountered in B-4 below the silty sand. fill from 4 to 5..5 feet depth. The subsoil contains mostly fine to medium sand with little silt.. This Layer is light orange brown and medium dense with an N-Value of 11. 1 SPT.N-Value is the number of blows for a 14.0 Ib hammer falling freely throw h 30 inches,, re wired to advance the :standard: split s sampler the last' 12. .inches of an 19 inch sail lin: i terval':. F P oon: Geotechnical Investigation for Proposed Building Addition 332:Falrnouth:Road,,Hyannis,,MA. August21, 2010 Page'3 of'1o: Sands and Silty'Sands Undisturbed:sands were encountered in each boring below the fill:soils to the full depths of;borings-at 21 to 26 feet.: These.deposits Piave generally trace:grave! and trace to little silt. Silty Sand was: encounteredbelow the silty sand fill a Boring B=1 only_ These. granular deposits are med,lum dense.to Very dense with'SPT N-nalues rang ng from 9 to: greater than 71 The granular soils are generally light-brown in;color. 10, Refusal. F `No-refusals were encountered in'any of the:borings::.' _ 3.1 Groundwater Upon completion of each test boring and at:;later tirnes up to three hours later, a tape . " measure with hollow"plunker deice Wasp lowered into he bore-hole to measure water ' that migfit have seeped into the.borehole during;penetration of the boring and/or after removal of'sampli.ng equipment:Groundwater was encountered :in. B-3 at'16'2 fee.t after two hours and 15.5 feet in B-4 at three,hours. The other two holes collapsed at.14.feet upon'removal of drilfing.equipment and the base of.'hole,was dryin.,icating-groundwater is deeper than'14 feet depth at those tw.o locations_T • P Groundwater 16vels may be affected by aocal anomalous conditions such as underground utilities:6r confining:silty or clayey soi s as;well as. seasonal factors and thus.may not represent the level.to be encouritered'in the future. Generally;, ,groundwater levels are highest in the spring and lowest in the ate fall. These groundwater depths were measured indate;.Julyi when groundwa"ter:el'evations:are; _ •. presumed to Abe deeper than springtime depths Based giroundwater measurements discussed. above, Briggs concludes that stabilized groundwater;is at a deiDthl of 18fleet below existing:grade! 1 4 0 FINDINGS, CONCLUSIONS; AND-RECOMMENDATIONS 4.1 Foundation D6:1s- . 4 4 { e We recommend that the,proposed.building.be supported on shallow spread footings bearing'on theundisturbed inorganic`granular soils:(sand:'and silty sand) and/or Structural Fill over the granular subgrade: Conventional footings would consist of coritinu'ous wall and:;spread footings. , y Footings:shoo d be;sized;for an;'allowable bearing capacity of 2.0 tons per square'foot (tsfl for footings with.a 2 feet•minimum.width. The allowable bearing capacity is for all combinations of live and dead Loads with a 33 percen"t increase allowed for seismic and s wind loadings:. Geotechnical Investigation for Proposed Building.Addition M Falmouth.Road; Hyannis., MA.. August.2:1, 201;0 Page:4 of 10, Strip footings should.be at least;24 inches wide and isolated column footings sho.uid be. a:minimum of 36 inches.. The bottom of all exterior wall. or column footings should be a minimum of 4..0:feet below finished grade to provide adequate protection against-frost heave action. The 4-foot frost;de.pth would.also apply to foundations in un=heated interior;areas; if any. All footings should be installed at relatively consistent depths. Exterior footings would typically be about 2 feet deeper than interiors footings. Footings should not be deeper than a Line drawn from adjacent footings at a 2F1:1 V slope. Total settlement due to the:compression of thebear►ng soils.should.be Tess than 1 7inch and the total differential settlement should be less than 1/2 inch and should pose no significant structural problems. Transition from the existing shallow wail footings to the proposed shallow-wall and spread,footings should be simple. The new footings should match bottom of existing footing grades and,step up or down mcving southward away from the existing footings as necessary to maintain at least 4.0 feet of burial depth as sate grade°gently falls to the: south. Steps .should be.;no steeper tha i 2. H 1 V. `Th new footings can be either rigidly connected to the existing footings by dowelling or kept independent. The. independent foundation-option woUld, Ii:<ely require installing a construction joint between the new and old above grade building walls and roof to allow for independent; movement of the old and new building components. It :is our :u:nderstanding that no earth retaining; walls are ;proposed for the site:. Briggs estimates the following lateral earth pressure coefficients sh.ouPd walls be considered: Site walls rigidly connected to the building foundation and. the foundation walls themselves should be designed :for at rest condition. At rest. lateral earth pressure coefficient.(Ko) is estimated at 0.49.. Flexible site walls can be'designed with an active lateral earth pressure of .Ka 0 32 for the undisturbed-sandy soils and--fills. Thepassive. pressure coefficient is =3.1>2. s earth ess P P � Solis from existing: grade to:a depth o.; 1 5T feet below the existing grade are presumed to be dry with an ,estimated dry denslfir of 1120 pcf.. Submerged site sands below that. depth have an estimated unit weight of 58 pcf. Structural. Fill' density is typically about 135 pcf and would' apply for backflls against retaining: walls: and within:' one foot of finished grade.; Undisturbed sand subgrade internal friction angle is estimated at. 31 degrees. These parameters can'be used for wall stability calculations:, Geotechnical Investioation for Proposed Building Add;ition:. .; 332:Falmouth;Road; .Hyannis; MA: August.21. 2010 Page 5 of 10 4.1.1' Proposed slabs A minimum. 6-inch-thick:layer of'Structural.Fill is recommended immediately beneath all proposed slabs Organic and.fill soils were encountered within the upper 1.5 to 5.5 feet below existing site grade and must be-removed frorh'all .structural areas including the proposed slab so that these:structural.elements do not.-settle substantially. Also; ' existing:foundations are presumed.:to.extend about 4:feet:below.existing grade.. These. foundations and slabs-and associated fills should. be.excavated from thei building area... Any gravely sands encountered in the excavabohg shou{d be'segregated from foundation materials and silty soils for'r,Buse as granul 1.ar;of Str-uctur3i flIs as.discussed in Section 4.5:. Organic and loose soils should be. excavated.from ro used foobn °areas and should 9 p P 9 be replaced by controlled::compacted lifts of Structural Fi l< Backfill:above footing grade , to within:six inches of underside of slab or pavements can be fi led with Granular Fill as referenced in Section 4.5, A modulus of:vertical sub grade reaction of 120 pound pe:r cubic,;inch-(pci) would apply to slabs resting compacted,.Structural Fill over medium dense ordenser undisturbed granular:subgrade: :No basement space is proposed forth:e new addition, therefore excavation below groundwater is not expected to occur g,ien that groundwater was encountered at about 1.5 feet'below existing grade during th;is'investigati;on. ; Hydrostatic uplift is not a design concern for the pro:pos:ed slab on grade construction. 4.2 .es Smic Design . The undisturbed sandy subgrade and compacted Structural Fill or Crushed Stone: are ............. F not susceptible-to liquefaction during the postulated seismic event given their gracJ;ation, depth to groundwafec and relative densities. This evaluation is in accordance with the international B.uiiding.Code, 8th Editionvith Massachusefts'State Am.endrnents. Tabulated spectral response acceleration coefficients; Ss and S� are listed'as 0.20 and 0.'054 for projects in Barnstable, MA_ Sites As are•Seismic Site Class D for the proposed building location::, 4.3 Excavatiatt and'Subgrade.Protectror► t % Topsoil, sub* soil,°existing foundations and existing;fill rnust.be excavated from all, ;proposed structural areas.including bu:iid:ing areas., pavements, walkways and exterior Slabs' . The undisturbed sandy subgrade,should hot:require protection. Any pockets of x Geotechnical Investigation for'Proposed Building Addition 332 Falmouth Road, Hyannis, MA August 21 20101 Page&of 1:0 undisturbed silty sands may be moisture sensitive.. Silty sand subgrades may become disturbed by rainfall and construction traffic.. If silty subgrade becomes wet;:it should be allowed to dry or be excavated to moist subgrade prior to placing.footings or fills., Backfill.over excavated wet silty sands should be a six inch.thick layer of 3/ inch.minus crushed.sto:ne wrapped by-Mirafi 14QN filter fabric or equivalent. Subsequent fills over the crushed stone can be as discussed in Section 4.,5.. This condition is not expected to be..prevalent. Excavated granular subgrade should be stockpiled separate from organic soils as the granular soils will-be reusable as.Granular Fill'or possibly:Structural Fill if blended'with Crushed stone. Subgrade solls'With more than 25'%o silt (if any);should.be segregated .and disposed. Footings excavations should extend to bottom of footing grade unless siltysubgrades become'wet by rain and require excavation due to.disturbance_ In that event the subgrade should be excavated 6-inch.es deeper than the proposed. bottom of footing grade to a low placement of 3/4-inch minus crushed stone as recom_mended:in Section 4.1.. The stone should be placed on filter fabric over the undisturbed :silty sands.. The crushed stone'layer will serve as::a drrainage layer for sump pumping and maintaining a -dry excavation.. Subgrade protection in the sandy subgrades-with less silt will not be necessary: Crushed stone should be compacted by making at least three passes per six--inch`Iift using-a vibratory roller or large'plate compactor. 'Refer to:Section 4.5 for additional backfilfing recommendations: Unsupported excavations should slope pup from the bottom of excavation in compliance with OSHA guidelines/standards. If excavation to proposed foundation grades extend deeper than 4 feet, then these excavations should slope away from the excavation areas.. If the Contractor-chooses to use trench boxes or other lateral earth support measures;tire`listed`latera earth' pressure°cdefficients presented in`Section`4.1 can be` used for design. Excavation for subgr-ade should be witnessed by a;Geotechn;i.cal Engineer to Confirm that organic; loose or fill soils do not exist at proposed footing areas:. The Geotechnical. Engineer would also determine if the bearing subgrade relative density is consistent 'with the test boring--data and has not become disturbed by excavation, water movement or dewatering activities.. Excavation effort should be easy to moderate to reach the undisturbed granular subgrade-.. Bedrock removal is not expected as no evidence of bedrock was encountered within the 26 feet depth explored via this investigation., Boulders and. cobbles may be encountered in the fill. and subgrade soils. An excavator would typically be used to remove soils,. cobbles and boulders in proposed foundation areas... G Geotechnical Invesfigation for Proposed Buildi_n.g Addition. 332 Falmouth:Road, Hyannis, MA August21,201.0 Page 7 of 10` 4.4 Water Control Minimal dewate.ring;of foundation excavations after rainy weather would be expected. Therefore, foundations should be placed as soon.as,possible after excavation and any silty sub:grad'e soils:thatbecome.softened by water should be allowed,to dry and be re- compacted orshould be excavated and-replaced.by3/ irrch minus crushed stone wrapped in filter fabric as discussed previously. ., 'Backfll above the'crushed stone layer-should be :Granular;Fill to within 6. inches of underside of slab on grade. All Granular or_Structural Fills must be placed uin the:dry" after water is pumped to at least 6 inches below,the base of excavations. Granular and Structural Fill must be adequately compacted as discussed in:Section 4.5 prior to placing additional fill. ;- Subgrade at slab oni,grade areas should also;be protected by placing, and compacting :Structural.Fill as soon.as possible Aso that silty subgrade coils do not become disturbed by rairifall'and"construction'traffic causing muddy.conditio:ns: Silty sand subg;radesahat become wet by rain should not:f?e traveled on or they may become disturbed.. Disturbed silty sands should be.excavated. and be replaced by compacted lifts of Structural Fill in proposed building areas.' s Structural Fill ma.y be used`where siltysubgrade is exposed and will not be covered by foundations or..fills until after 1rainfall is forecasted... ,Perched.arouridwater movement laterally across the proposed exeavatio:ns might occur during and after rain event. This. :perched water:may accumulate in-excavations and require removal by sump purnpin,g. ' Also, surface drainage should be:tlirected away from excavations during construction so 4 that the.:bearing surface does not:become softened by water flow or puddling Rapid a water.movement can also scour soils and undermine foundations, therefore surface « W water protection such as earth,berms should•be coristructeds.. This can be.accomplished with proper gra,dmg or construction of smaA dikes at'the edge of the excavation Vapor barrier. or retarder should=be installed: under all slab areas unless otherwise. specified by the Architect. r { Af present no basement space is planned. A perimeter foundation drain is not iF recommended:around the::proposed.fo:undatio.ns unless a basement is,constructed w 4.5 ,Backfill and Co°mpaction `. Silty sands and/or sands excavated in footing areas can be reused as:Granular Fill to. within one foot of the:underside of'pavement or slabs provided the silty sands can be compacted to 9:5%0 :of its:maxi.mum dry unit weight'. Excavated sands and silty.sands may be mixed to-produce a sandy blend.. The sandy soil will:have a fines content of Geotechn.ical Investigation for Proposed Building Addition 332 Falmouth Road, Hyannis, MA August21,2010 Page.8 of 10 about 10 to 150/o:based on the soil conditions observed in the test borings within the upper 4 feet. These soils should be re-useable as compacted Granular Fill provided all organic soils (if any) are segregated.. Structural Fill should be used under footings and crushed stone should be used as the initial lift of fill in wet.areas.. The final 6 inches of fill:under slabs and pavements should be Structural Fill.. -Structura9 Fill should also:be used as.backfil against.the exterior side of foundation walls extending out 3 feet from the foundation walls and vertically down to the.bottom of footing elevation or perimeter drain if installed.. Granular Fill can be used elsewhere under slabs below a depth of 6 inches`but not in footing stress zones. It should be noted that Granular Fills with. more than 206/o fines (material passing the #200'sieve) are moisture and frost;sensitive.. These materials will be very difficult to compact if wetter than optimum moisture content. Typically, silty sands with,more than 15% fines at about 10% or greater moisture content are very difficult to compact to the required 95% compaction. If these soils become wet by rain fall or have been excavated below the water table, then drying these:soils, especially during cooler seasons will be very slow. Moist soils should be segregated from wet soils and all soil piles intended for reuse should piled in conical piles.to reduce absorption of water during rainy weather. These recommendations,only apply.to soils having greater than 15% fines.. A small-portion of the silty sand fill and subgrade to 4 feet depth (within the anticipated depths of excavations), should require subgrade protection or special handling due to high fines content. Within the areas excavated for footings; walls,,and other limited`areas where large. compaction equipment.cannot work, we recommend that the fill be placed in loose lifts no more:than six inches in thickness and be compacted with.small hand manipulated: machines such as pneumatic compactors vibratory compactors, etc. In areas where large vibratory compactors such as a.Raygo 400A or equivalent can be. used,,we recommend that the loose lift.thickness not exceed 12 inches. All backfll placed in load bearing:areas including under non Structural Slabs and under _. footings should be compacted to-a minimum of 95% of the-maximum dry density as determined by the test designated .modified.ASTM D1557. The.crushed stone layer requires compeaction by making at least three passes by a vibratory.plate compactor or vibratory roller. No compaction testing will be necessary for the crushed stone fills. Crushed' stone fills thicker than 12 inches should be placed in one-foot lifts and be monitored by a Technician or Geotechnical Engineer. a Geotechnjcal:Investigation for Proposed:Building Addit'i.on'' 332.Falmouth:Road, H,yannis;,11IlA., August;21,201;0 Page 0°of 1:Q Crushed:stone should have the following gradation: CRUSHED STONE:. R. ` Percent Passing U,S Sieve Seize & N:umber, 'f. Maximum Minimum 1 inch 100 314 inch . = 100,* . 90 112.inch ! •50 ' _ 10 3/8 inch 20 0 No,. 4 . 5 0 Structural Fill should consist of well-graded:natural`sands.`and gravel or crushed concrete: Structural Fill should`be epe.from excessive`p asticfnes,:o;rgan c matter and deleterious material,;:and should have the following gradation:, „ z. RECOMMENDED STRUCTURAL-FILL GRADATION Percent Passing U.S::.Sieve Size & Number . < Maximurn. Minimum 2/3 lift thickness: 1`00,. . 100 1 inch _ 1.0>0 80. NO. 4 $5 25 No 20 60: . 10 No..50 35. t 4 No. 200 g* • p * Backfil within three feet laterally of earth,retaining';walls or basement walls.:(if any) shall.have 5% or less material,passing the#200 sieve:: Retaining wallas and basement foundations are not part of the proposed design at.this tirne, Granular Fill under proposed building space should°be,free of:appreciable asphalt content as this°can off=gas into occupied space causing possibleehealtla concerns. Granular Fill:.should consist of,well graded natural sands and gravel free from excessive . .............. p......... stic�fines, organic mafterand deleterious material. and:should.have-the following gradation RECOMMENDEDGRANU_LAR,FILL'GRADATION t ;Percent Passing U.S. Sieve Size &:Nurnber Maximum Minimum ` 2/3 lift thickness 100 100 1 inch 100." 60 No 4 90 25 No. 200 25 0 1' Geotechnicai investigation for Proposed Building Addition 332 Falmouth Road, Hyannis, MA August 21,2010 Page 10 of 10 5.0, Limhations and ExcIuWdns All the professional opinions presented in this report are based solely on the scope of work conducted and sources referred tc.in our report. The data presented by Briggs in this report were collected and analyzed using generally accepted industry methods and practices at the time:the report was generated. This report represents the conditions, locations, and materials.that were observed at the time the field`=work was conducted. No.inferences regarding.other conditions, locations, or materials, at a later or earlier time may be made based.on.the contents of the report. No other warranty,.express or implied is made.: This report was prepared for the sole use of our client., The use of this report by anyone .other than our client or Briggs Is strictly prohibited without the express prior written consent of Briggs. Portions of the report may not be used independently of the entire report. The above recommendations and conclusions are based on our evaluation of the obtained data presented in the text. We would:welcome the opportunity to monitor the pertinent phases of the foundation construction; thus,,if differences are found between the field conditions described herein and those encountered during construction, we can modify our recommendations in a timely and professional manner. Thank you for engaging our services to undertake.this project_ Ifyou have any questions, please do not hesitate to contact us at your-convenience. Very truly yours, Bleggs Engineering A Testing .f DaAd V.:'Geiser Nidholas A,LanneMTH y taic�rocas Project Engineer Professional En in NAY No 30789 e DWG.-dg Enclosures: Figure 1 —Site Sketch r_ Test Boring Logs. N:i' EXISTING. , w .. BUILDING - PROPOSED ADDITION=' ; • • . y B-1: EXISTING" ..PAVED. .. . . : PAF.NNG w LOT B-4 CO_ :ORATION STREET, EARS E - 4 Y a `' 4t • - -. . . . . . a - - t: B-2 .... ..., .: ... ..... ..._ EXISTING PAVED AREA FALMOUTH ROAD kRTE 281 — LEGEND: EXPLORATION LOCATION PLAN k,� PROPOSED BUILDING ADDITION SR NUMBER AND.APPROX:: 332 FAGMOUTH ROAD,HYANNIS;,MA ' _- LOCATION OF TEST B '1` BORING BY BRIG6S Scale- N.T.S Drawn DWG FIG.1 Briggs Engineering&Testing. ADf,;to,.ofPK Date.-AUG.2011 Check: NAL CUENT &TESTING. .PEd2dZYDIPII. ,SRVICE . BORING ROCKLMMW Ot@C�1211C�Services VliELL PROJECT �?YANNIS P;IISS"N R.I. LOG HYANNI$,kIX RIu:FR ..& c...R_ BORING ICASIN6 .SAMPLER -COREBARR - . INSPECTOR Q:GEISSER: No": - NE'&.STA: OFFSET: SHEET ME HSA S.1'4. UFtELEV:. OF +6 SIZE N. .Z I-:3-7J FILE HAMMER.WT: F�(LB.'' NISH t l�.v3iy�ti� .. 0:.., 51. 6� .. HAMM FALL A NO DEPTFi;RANGE 12ECi. :BLOWSl6" :.TYPE DENSRY CtL4NGE SOIL:IDENTIFICATION'15 FELD;CLASS1FIC4-n OALY; ,, FEET PEN ON:&WLER:: OR.CONSIST FEET:..,..' FOR EXAcr GRADAl70N'aABORATORY TE STING,1S"REOIJIRID AS tM DENSE " " 51LTY SAND FILL..F/M T1AGE GRAVEN W LMME TO>TRACE'SFLT BROWN ' 2 4'r'-6 18'f24 ..:3 5 4 4. - SS -;:. DRY. '.. SILTY SAND FTC TRACE.GRAVEL,MOSTLY MEDIUM; 5.: LOQSE.. SI7t,'ORANGE SR.OWN DRY ;.3 9'=11 18'/24. ,:12 8 8 t1'. = "S5 ;..,DRY SAND,_F PC,TRACE SILT;bGHT-BROWN, 10 " M DENSE. 'i STRATIFIED,;DRY 4 14:-;16 14r1Z4� 1.Cr79 21 A.7 SS- - DRY. :. SAND;FY C,TRACE'GRAVEL TRACE'SILT,' 16 DENSE::: ?LIGHT,BROWN,STRATIFIED" -`5 19:-21 1.E']24 _21=29 27�b:; SS WEl;: SiMiLAR.:TO A$OVE,WET 20 \! DENSE 21.0. 7-7-77 BOTTONfOF BOR1fIG AT ;:,_ 21:0•FEET ....,, 30777777 W'. LAWUNOWA s srutsvO.M. .: `:' uomT+gR rmrmp�a'o02'O.Rsa pw - - T THIN WALL-TUBE ttensily >`Cohesivn.Cunsistsncy- DRY AT i4.D: :AFTER. 2'- MR ,... s U UNDtSTINiB®WSTON `:'0-t Veg+aoose:'.. " o-2 Ve_y;Safl - USM AT ..AFfER. O OPENBrID ROU'. . .. -=S9 Loose;. W WASFISP)wPt:E ..TO.2D Med.-Oanse S 6sd S'W Bole t0-2 NOTE Le�vmy im,-*sonai fi dL*omaw A-AUGER-SAMPLE 30 A9 Dertsa':_ &15.9M:....' - 90{IIe ZO-'159L :the tle ae of.soll:satraaltm"a the hmtr,Own takem "w#Vety;pense 1BSh:V.... .. aad �� ,._ &TESTING ,PERRYDA.:UJ SERVIC BORING ROC t NDiMA OteC�iBll � C�S WELL PROJECT HAdltfe� � .. svr.E Rr. . .o HYAN -NIS,MA i . $: PrRR Rll1ER. BORING-. - - 1 CASING SAMPLER '�EORE BAR NSPECTOR { aESER ::. :- NQ::. ME&SSA :.. OFFSET SHEET ES .�'S, .. uR ELEV F'' . 3 25:' 35 .-SIZED , ART juLY JU..Ol :- ,FILE - HAMMERINL ' 946 INISH J�ULY3L�Z© � ....:... NO_ �� � -FIANIMFACL' 3EB,iI A N(Q pET'TH;RANGE REC! BLOWSJTi' TYPE :':'pENSIrY:'- CHf1NGE SOIL 1DENTIFICATtON 1$ FIFr n CIJISSIFlCATIOy ONLY r: ON-SAMPLER: OR.CONSIST FEET FOR iEXACTGRADATION LP80RATORY<TESTTNG=IS _ -... DRl` `, Oi4 " 'M DENSE, 15 SAND l F/C'TRACEGRA TRACE SILT:BROWN .21 F/C';TRACE S1LT,i IGtfT BROWN; STRATIFIED .. . - DRY.::': SNAILAR TO ABOVE t0 ". <.. DENSE.:. - x 4 14.-16� 14'T24" 2320 17,18 SS_ DRY D,F/:E;TRACE GRAVEL TRACE,SILT' 15 _ 4 `5 79: 21 15"!24 16=]7 14 13;:::3S ;; DRY;;,. SILTY'SAND,F/C;LTTLE S1LT,GRAY BROWN 20 DENSE:: 6:- 24`-•26 t4 Y14 17 Pp23 22. SS 'bDRY_..;L SIMILAR TO S. 4 2b: OTTOM OF BOPjNGL AT 26:6 FEET SO. 3b , ."S SPLR BPOON .�' 140I0.YtlL(a9Ng30`on 2'O D 6mtWder . - SY ...coeaswe Cariefs7enoy - DR1'.A7- 14 fl" AFTBi. _ ''2l r t>iu4 wai LTuae nesienless' LL LINpISfURBm PISTON '` ._��Yery looeY - ..:,' S-2)IexSoR - PROPORTIONS USID AT ..,AFTSt 0 oP>�s+gRoo,."` sa[oosa assort:' ` tramu-ia%..'' W WAstf 5A1 E'.' 10 Med-'Dense, 58Med:�Seff EnIe 10 PU'X; NOTE Weds mey veryw .s�sonelfpdi on:eiid A AUGH;SANPLE -30 48 Daf�se 9.16 Stilt some 20 35%' 9te:deW of soB salon when Itre boAr9 we5,ffiken: - - c, '.SD*Very Dense -.'' 18-30 Very Stiff eM95.6076 - ' CLIENT 'BRiGGS.ENGINEERING:&TE. iNG ;P YD L.S VICE BORING I ®C tAs ND, MA to Wibal Services WELL. PROJECT HY-A IMP Ei ISSA6� SVIL,LE, R11. LOIG 6�YAP�MIS, MA. g I? _ KILLER} FR. BORING CASING SAMPLER CORE INSPECTOR D.GEISSEF� .:..., NO.' B�.�:.,' Lf :OFFSET HEET E OF � S IZE1DJL3LY 3Q [5FILE HAiutMHtVvi. :Q0t.:�: ,_,. . NO ;;: .: R 6 Fiwawn.FALL J.lJLY 3,i"hb : . : . 30.� t.. A ND_L DEPTIi1tANGE :REC1 BLONS/6" TYPE DENSITY CFtIWGE SOIL IDI7JTIF1CA710N IS FIELD ClRSS1FiCAT10N CNLY: aONrSAMPLER:i :ORCONSI3T ..:::FEET FOR'tEJ(ACT'GRAI A&ION:LABORATORY::TESTING:IS REQUIRED. _. M DENSE ~,IL7Y SAND FILL F7 C L(f71E SILT, `.'. 3i0' ORANGE.BROWN...: 2 4`-:6 l�/74' , 7=1432 2Z' SS. DRY, D.F f'C TRACE-SILT;STRAf[FIED;. 5 r ` DENSE;::. LIGHT ,'.DRY 14124, 3125 3132' SS-, .:, DRY. SAND F/C LITTLE`GRAVEL,TRACE SILT, 10 V DENSE.. LIGHT BROWN,.STRATIFIED -- 4 f4.=15 16'/24, 323&33 35 7797 DRY c<:. ' SIMILAR TO ABOVE 15 DENSE.,'. 34-2Cr27 31 r SS DRY SIMILAR TO ABOVE 20 :r- DENSE: TRACE TO LITTLE SILT x _B 24_ 2G 1fi°F24 32304137:-, S& DRY ,. SIMILAR TO 5-5 .�r...- DENSE`:. . - - :..:........... .. ... .. .. OTTO44 OF BORING AT. 26-0. FEET 30: o GUL 4MN A. a saL7rspooN lwla'wira�ma3o''gron_semp« M. r nlw.wuLnsi _ unosroroe�:neny. co�slv.' w� oaY Ar t6.q`: 0:5HRE Arai U UNDISjUAS®PI570N .:rlH lfety.Laaie i•`' -03Vay'9oR - :BROPORTIONS_US{D, .AT i6S2'.;.- AFTER Z mi O OP97.BJD'ROD:. ,`iY Looat! 3i Solt• .:. - pace cm ow- W WA6FI,S,MIfpLE::: :3629a1ed:. tse: 5-b Med_.6tl11 81Ne 10.076 NMT-_ lmotls may very wm seaemW fkchmtfoe-and A.AUGER SW.R_E ' .: =:30 4B Dense. �75511f. ®rtre 7tI359G: ._ itm,tlegtca OTSOA Si11af81I6f1 wheii'1tre LorFrtgvas.teten:. .-._ .. .. - SOtVa7 Derse teJo,Very Sfdl: .. -aad35-5U9G: p CLIENT BRIGQ3 1= 1Ce,EE�NG &TES I PMRYDR L SERVICE (30R1NG:1 ` R�; L � ,MA 6,t hT2l.ied S,erviceS ELL e, PROJECT a YANNIS MISS N • LOG . IYANkM I ;. � . BILLER. S.PE ,RY .:. : B4O.RING,. CASING SAMPLER CORE BARR NSPECTOR .uCEEE NE B.STA OFFSET:.. HEET a :E I'65 `: 5::.: URB-EV OF SIZE ID: TART I.3LY 3i'1:20�" FILE HAMMER WT: JUL. q WSH .- U "I HAmm.'FALL: 3 A {JO DEPTH:RANGE :REC! BLOWS/6' TYPE DENSITY', CHANGE SOIL IDENTIFICATION'I$FlELD CLASSIFlCATION ONLY .a.EEN. :ON(SAMPCER< OR'CONSIST - aEEf FOR.EXACT:GRADATION LAB0Fa,,ORY TESTING[IS:.REWOED: . .-..i 0=2• ;20'/24 55=8564-60;'. SS, ::� DRY�•�; 0�' ;- V D ENSE SILTY SAND FlLl,F 1 C LFfTLE GRAVEL TkACE 'O L�f T1E_SILT GRAY BROWN,DRl' ; 4=5 4'fi°/24P 5 51r8. : SS. DRY, S M DENSE. SUBSOIL,F/M SAND tiTTLE.SILT TRACE GRA s '5 5 s ORANGE_BROWN VEL, SAND, SAND;:Lfl TLE SiLT,: _. CE GRAVEL,ORANGE'BR OVIIN i 91 14'124, 12 17 2231:3 SS : DRY , 14724 24 . 4. ..14`=16' '1&2123� SS DRY,,,:,. SIMILAR,TO.ABOVE - 75 V DENSE , -- WETi,:` WLAR T.O:ABOVE,WET 20 DENSE _ j� _ v - - t - 6 24 Z6 = t4%24 17 23 24 Y4 SS V1iET„; SIMILAR -0 ABOVE DENSE.: . _ . BOTTOM OF BORING`AT 26.D.FEET 30 _ 7777 77777 z , r- : :.. $ SPllrSPOON':.. .140.m.WLfiilfnW.90=:dn20A-Smfoer r -( 7F9MWAIL TUBE fxd�s:Darmky .:,'Collemve:Y.`mrs7shncjr. - DRY AT' 14:0'- - AFrE3j .0.3• HR u-Lq;bMTLRB®?IS'fON .,.,0-4 Verylcgse .. D2VerySoft;, FROPOftTIONS:US® .AT' �5.� : .AFf6i .g ' O OP@1 END R00: Skkr W-WASH SRMPL:E 10-29 ged.'Deim_ SB McE.'SfiR Gtlte t0r NOTE Levels megverywdlr maeoml 1�an 9d: •- A AU062':$AMPCE B71S!Mff::.: .. mme.20:95% -tlre degree ofw3. idfaUenwhen the'boifnp was.fsker� .i _ "•'.5D-Ve�r;Deits 16 :VaryS69 --:S1�Heid7Z, - :. £ u o II 6.1 x 46.4 47.4 x i ---- ---- ----- --- -- -a 4 1 1 LB �k I 2 47.OI -----------aa.B aza ,e II46.6 x ^+a{1 Yt_ o _Q ---- _ x I� 4 {6 -- x LB 46.3 \ 046.8 646.3 'XxS46.5 46-30. 1 1 ' 46. // ,�46.3 :ae - - "45.6 I 1?^j L_- , - 41 ��- �5. _fir a =x - L--WELL 6 1 46 4 -WELL- -------- B '45.95 45.5 �,��=- �� ONIT I 45.6 + ---- , - _J �-x 45.E �4�18 , x 45.4 - 45.6 x o .5.5 OLA45:8 a 46.1 �'" x 5.56 45.41 45.1a X.t4 .t , g; A 4�:g5 45.8 . B-3 46.4 - 45.9 - T'<��BOLLAI 1 LBO 45.67 �� 36 45.32 x 1 o'Cp� 45.7 - x i c 4s�q ;•; o+l��"6"y 45 54 - 46.4 46 -1 45.7, c 1 BS P. }95�`, o' ��` it - ;�# r�5454gg46 45.7e- 0 /� c �c BOLLAR�� � aa5.`�5.6 5.54 X 45.4 l ABAND N�D _; *s-% 45.54 45.6 x � ° 45. 45.4 i; T R 5907 �45.6 -" 4 C �c x45.7 J45.58 56 G T&S��i �\_ �P 6.85 45:76 45.64 45.6 c �'c 1988 A/C Vg, 5 445g 8 c LP.. 45.34 44. �W' 1214 v� tt 7/7 c _:�c 3�4,• �C�5.8 - Y M $ 2g 4 .7�rrpp��II X. 5.7 4c £ rn c 45. TEL h5 6N� I 53.1 I o g,4'.3 k n � 1 No 1. co gUIILDING #322 G s £ +A + 45.5 x 45.E CONCRETE'BUILDIN °. s .. m \1 STO Y S F _ -. - -s �s .. - 5 -- _I cod . 1 4s.i rn 15 024 x 45.55OOD RET. WALL 45. -------- - . N N .45.7 F.� BALISE FORD)` _ s- s . of> rr$1 0 0 (F RMER I- , VITAE _ UP 1217 f 7.4 T2�S S4b.5 4 .68 47.5 . =- -45.84 45.6 � - 48.2DJ.64 46f s e 45.4 47.0' 47..6o 8.3 4$ 445.S 0 5.65 45. ` 5.0 HYDR45:6 45.5 w N 4, sl� ` "s - £ 43'. 1_ J :� s s s • 09 3'00" E 524 r" 46j = �}- 1 \ s6s COBBLE EDGED I OFF 45.6 BANS• w _ �'.4 �a 45 G MONITORING.1�VE4L5 26�a 75' 5 8„_T_'_ PORAT r = �1 UP 333-10£ �F4co s 45.0 _ -- S`rREET -- - °" -- Ns.ova -a 10 �'- 45.0-- - _ - °" ,. 1 LIGHT POLE LINE �4J'`3 �'X �. £ 0 1 = w .p __ S�aM LIN_ - �w�OVA U/�, 740/2, 1' 4" x I �' 50.9 'o.U 4.11 1 �\ oy4Sc"o __ "�2T" o"w�o"w- LIGHT POLE I >',4-2 O GATE £. 1�,� - o r�igp _ 4 x 4-5 _ E 45.5 Q l 1 v `� oo SFAM,LIN 1 ---------X 4fl \ 1 1v0 44.1 oyr,Q Q - Q f m N U/P 740/ . `fi QQ1 P. NI1 o 1 O �o I 7 r 00 LIGHT POLE 44.7 .t t BALISE MOTOR SALES.' 1102 Riverdale St West:Springfield,.MA 01089 735=1002 Fax781-4270 www.baliseauto.com, - R February 28,2012 Mr. Matthew Eddy, P.E. i Managing Partner ' Baxter Nye Engineering& Surveying ' 78 North Street, 3`a Floor Hyan ?s, MA 02601 r - Dear.Mr. Eddy: ; This letter confirms Baxter Nye.Engineering& Surveying is authorized`to act as our agent for Civil.Engineering.site.Design.components, filing and coordination with the Town,of Barnstable regarding the application f Sincerely. ,'< - ;�� �� :J � .• , J es'E:Balise, J_r. { P side Bah otor Sales - DOROTHY E. CTRIEN ` J*4�� NOTARY PUBLIC COMMONWEALTH OF MASSACHUSETTS r� MY COMMISSION EXPIRES DEdMBER 13, 2013 e j CHEVROLET ...FORD • HO.NDA .:HYUNDAI • LEXUS . MAZDA • NIISSAN.•. SUBARU 0 SCION . TOYO:TA... VOLKSWAGEN` TRANSMITTAL BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3`d Floor,Hyannis,MA 02601 Tel:(508)7714502 Fax:(508)771-7622 Date: e ru 28,2012 TO: Thomas McKean Total No. es: Barnstable Health Division BN Job No.: 2011-038 200 Main Street Subject: Balise Nissan ` Hyannis 322 Falmouth Road, 516 Bearse's Way P ne: Hyannis cc: We are sending yo Under Separate Cover Via Fax•(No. of pages including Transmittal Sheet) ❑ First Class Mail/Registered#: ;❑ Overnight ❑ Pick up ®,Hand Delivery.: f The following documents: ® Prints/Plans ❑ Specifications ❑Estimates/Proposal ❑ Change Order❑ Shop Drawings n Reports/Calculations E Other DATE COPIES NO. PAGES DESCRIPTION 2/28/12 4 1 Meeting Request Form 2/28/12 4 1 Authorization Letter 2/27/12 -4 10 Tank Specs 11/7/11 4' 2 Plan Sheets C2:0,C5.0 2/10/12 ; These items are transmitted as checked below: ® For Your Use ❑As Requested ❑Returned For Corrections ❑ For Review And Comment ❑For Approval ❑For Distribution Remarks: Tom, Please add this to the agenda for the next BOH meeting} . 9 Don't hesitate to call with any questions or comments as necessary. Thank you. Matthew W. Eddy, P.E. Managing Partner MWE/kb 4 0c\2011\2011-038WDMIN\TRANSMITTALS\2011-038 T16 TM Meeting Request,Authorization Letter,Plan Sheets 2-28-12.doc Note: This transmittal contains privileged information.Please contact the sender,immediately if this transmittal is illegible, incomplete or not intended for your use.Thank you. L\document templates/transmittal template M(--age Page 1 of 2 Crocker, Sharon r _ From: Matthew Eddy[meddy@baxter-nye.com] Sent: Tuesday, February 28, 2012 11:24 AM To: Crocker, Sharon ' Subject: Balise Nissan 322 Falmouth Road Hyannis- Underground Storage Tank Hi Sharon, As discussed, below is an email chain with Tom McKean and others regarding the approval for an Underground Storage Tank (UST) at Balise Nissan. The email details out the request for an UST per Barnstable Code Ch. 326-3.C. UST's are allowed but must receive permission from the Board of Health. We meet the requirements that the tank proposed is for a commercial tank and is outside a zone of contribution. Please let me know if you need anything else from me. Thank you for your help! Matt From: McKean, Thomas [mailto:Thomas.McKean@town.barnstable.ma.us] Sent: Friday, February 24, 2012 5:11 PM To: Matthew Eddy Subject: Re: Balise Nissan 322 Falmouth Road Hyannis You can use the variance request four and cross out the word "variance". Instead you are actually requesting "permission"from the Board of Health. The specs most include the type of tank wall construction(double wall fiberglass?) and type of monitoring system proposed(interstitia1). From: Swiniarski, Ellen [mailto:Ellen.Swiniarski@town.barnstable.ma.us] Sent:,Friday, February 24, 2012 4:01 PM To: Matthew Eddy Cc: McKean, Thomas l Subject: RE: Balise Nissan 322 Falmouth Road Hyannis Hi Matt, It seems that everyone one is on the same page now regarding site plan review and the - underground tank. As you have stated below you have to get approval from BOH first. To make it onto the March 13, 2012 BOH agenda, you will need to file 4 copies of detailed plans of the tank by Feb. 28, 2012. After you receive approval from BOH, then the FD for permit to install. Thanks, Ellen Ellen M:Swiniarski Town of Barnstable Site Plan/Regulatory Review Coordinator Building Division Tel: 508-862-4679 Fax:508-790-6230 -----Original Message----- From: Matthew Eddy [mailto:meddv@baiter-nye.com] Sent: Friday, February 24, 2012 10:28 AM' To: Dean Melanson; bolducros@aol.com; J. Demas Cc: McKean, Thomas; Perry, Tom; Swiniarski, Ellen 2/28/2012 Message Page 2 of 2 Subject: RE: Balise Nissan 322 Falmouth Road Hyannis Hi Dean and Tom, As I discussed with Dean this morning the new underground tank was shown on the Site Plan that was reviewed and approved by SPR. I've attached a copy of this plan as reviewed, approved and referenced in the SPR Approval letter dated 9/27/2011. It is our understanding under Barnstable Code.Ch. 326, 326-3.C. underground tanks are allowed but must receive permission from the Board of Health. We meet the requirements that the tank proposed is for a commercial tank and is outside a zone of contribution. This tank is to replace an existing above ground tank as noted on the approved plan. FBased on the SPR approval we thought the,UGT was approved and would receive the necessary permits at the time of construction. I honestly didn't think it was an issue since there was already a tank there, we met the Code requirements for siting, and there was no comments made. Based on this the applicant/owner has moved forward with the UGT. From our conversation I understand there is concern about it going underground. I will contact Tom McKean to review further and then we can all circle back as needed. Thank you for your help. Matt Matthew Eddy, P.E. Managing Partner BAXTER NYE ENGINEERING. & SURV'EYING•78 North Street-3rd Floor •Hyannis, MA 02601 Ph:508-771-7502 x17 Fax:508-771-7622 w email:meddy@baiter-nye.com •www.baxter-nye.com l 2/28/2012 BMS I N C tel 413-354-2238 326 middlefield rd bolducmechanlcal.com fax 413-354-6350 chester ma 01011 bolducrosQaol:com Project Proposal/ UST..Install Prepared for: Matt Eddy Prepared by: Dennis Bolduc ' Date: February 27, 2012 BMS Inc has prepared the following list of proposed:underground tank major components: 1. (1) 4000 gallon Highland Manufacturing"STP 3 double wall steel storage tank.Tank to be three com- partment with the following breakdown. 2000/1500/500 gallon each. Products to be stored in tanks are ,2000 waste oil, 1500 new motor-oii, and 500 new motor-oil. 2. System to utilize single wall Ameron Dualoy 3000L reinforced fiberglass piping system. Pipe system to be suction lines on two motor oils. Pumps and check valves to be'mounted in building.Waste oil piping to be a fill line with.a pump to be mounted in building:Overfill protection to shut off waste oil pump at 95%. 3:.-:(1).Veeder Root TLS 300l tank management system to monitor all:(3) tank compartments and the dou- ble;wall'(interstitial)..space of tank'Monitor to provide daily.inventory reports and annual tank leak testing reports. 4.. Spill containment manholes and tank overfill protection. 5. Waste oil whicNs collected in tank will`bepumped out by Safety Clean Corp which will transport oil off site for legal disposal or recycling.' ,. Thank you, � Dennis Bolduc Owner BMS INC www.bolducmechanical.com STI=PTh dically at o . I Tanks Prote- cted tee .TANK HIONORI TOR- ' 'j MFG.GO- Features s •Superior Highland Steel Construction •Environmentally Friendly •10-Year Limited Warranty •Cathodically Protected } •Available in:- Single-wall Double-wall , - Single or Multiple Compartment New York City design Wide Variety of Accessories R r STI-P3®. r The STI-P30 is the oldest,most successful under carry a 107year warranty against structural failure and The STI-P36 is available with a long-life buried refer- . ground tank technology ever developed. external corrosion.When used to store petroleum ence cell and continuous monitoring system. These tanks combine Ahe strength of steel with a fac- products,the warranty covers internal corrosion as Highland underground tanks are constructed to tory-installed corrosion.protection system that has a well.STI-P3otanks also bear the UL-58 label and meet the UL-58 Roark calculation requirements time-proven.track,record without parallel.STI-P3m are acceptable under-the Federal Regulations for for minimum steel thickness and are based on a tanks set the standard by which all others are cathodically protected tanks for underground use. 60"burial depth.Construction for other burial measured.The protection system consists of three d Standard tanks have a 1200 F maximum temperature depths are available by contacting Highland's Engi- basic parts-a coating with high dielectrical qualities 9 use rating.High-temperature storage.tank designs neenng Department. (100%solids polyurethane),electrically isolated fit- are available.STI-P30tanks are not warranted when tings,and sacrificial anodes.Highland STI-P3°tanks storing#6 heated oil. '. ,. Single-.wall Double-wall r �` Threaded Fittings Single-wall tanks are constructed from mild carbon Double-wall tanks are fabricated using the same All standard Highland STI-PP tanks are fabricated steel.Standard features include lap joints,continuous construction techniques as single wall tanks.The with predetermined quantities,sizes and locations exterior fillet welds on all joints and flat-flanged primary steel vessel,is completely wrapped with a of NPT fittings.For additional product information, heads.All tanks are air tested at 5 psi and seams secondary steel wall.The area between vessel walls please visit our website at www.highlandtank.com. are inspected. (the interstice)can be monitored for leak detection. Contact one of our factories for exact sizes and locations on a specific tank capacity.Flanged fittings, manways,linings,ladders and a wide array of other s "R options are also available to tailor a tank to your specific needs. Capacity Dimensions* Guideline Specification Installation Guideline (Gallons) Diameter _ Length The following items are the most critical elements •Excavation-12"min,space required on sides and that should be included in the Mechanical(HVAC)' ends measured from outside dimensions of tank. 300-10 aa. 3'7 5.0°300- 7 aa. 37 5'0° Specifications for Underground Storage Tanks. •Bedding-Min.of 12'of approved bedding, ' 500-10 aa. 4'0° 5'0° suitably graded and leveled-min.6'between ° soo- 7 oa. 4'0° 5'0° Furnish a gallon(single-wall/double-wall) bottom of tank and pad if installing on a t 000-10 rra. 4'0• 1019° underground steel storage tank, _diameter concrete pad 1,000- 7 ga. 4'0° 1018° x =�—long with the STI-P3e corrosion control •Job-site Air Test-All tanks are air tested at 3-5 psi 1,Oo0- 7 ya. 5'4° 6'0° system.Tank shall be in conformance with Under- at the factory but may need to be retested at the_ 1 (soo 52.00 -4° 910 writers Laboratories Subject UL-58 and STI-030 Job-site as required by local code or authors 2,500 5-4• 15'0• specifications. +Coating Inspection-Before installation,visually 3,000 sa° 18'o° ' inspect the tank surface,removing any foreign —� 4,000 5'4° 24'o^ The corrosion control system shall be in strict matter.Clean any damaged areas and repair 4,000 6'0• 1910• accordance with STI-P30 specifications as applied by coating with supplied touch-up kit. a,00 'r 1018' 0 TO a licensee of the STEEL TANK INSTITUTE and shall Activate Anodes-After tank has been placed, 5,000 e10° 13'a° _. have the STI-P30 limited warranty against.failure thoroughly saturate anodes with water. 6,000 67 28'8' due to exterior corrosion and internal corrosion " •Anchoring-Securely attach any optional 6,000 810° 16'0° when used with petroleum products or alcohols. anchoring system,ensuring dielectric isolation 8,000 8'0° 21'4 'Tank shall bear UL and STI-PP labels, of the tank. 8,000 10101 14'o° - becomes null and void if STI P3®tank is' Backfillin Careful) backfill excavation with 10,000• 8'0° 26'8• (Warranty g y 10,000 1010, 17'0• operated above the Maximum Operating Temperature approved material to STI specifications leaving the 12,000 8V 32'0• of 120'F arid/or if used for storing#6 heated oil.) very top of the tank exposed. 12,000 1010, 20's• Final Inspection/Monitoring Station Connection 15,000 810• 40-0• Options: Visually inspect pipe connections and install 15,000 1010, 25'6' zo;000 mro° 34'0° a) Manway `- diameter with bolted and STI-P3®Tank Monitoring System connection. 20,000 1016, 31'0°- gasketed'lid. •Final Backfilling-Carefully finish backfilling 25,000 1016•. 387+ b) Internal,ladder with 2'X 114°flat bar sides and. excavation with approved material to STI 30,000 1016' 46's° 3/4'diameter rungs 12°on center. specifications(min.12'depth above tank)See 40,000 fro• or's°s° c) hold down straps(Polyester, NFPA 30 and state or local codes for any 50,000 12'0• ss • additional requirements. Note:All dimensions are nominal Inside dimensions and subject to tolerances allowed by UL.*When calculating outside dimensions, Standard Steel with liners,Safety,Dead-man. please add 16•to the length of single and double-wall tanks for d) 1504 flanges with dielectric isolation and spools. Go to www.highlandtank.com to obtain a complete anodes.Other double-wall tank configurations are available,please Flanges size as follows: ' copy of the STI-PP Installation Instructions. contact factory for details. e) Leak Detection System(double-wall tanks) f) Liquid LevelSensing System g):Extended Warranties Please visit us at www hlghlandtank.com' ��GHL gtio One Highland Road 4535 Elizabethtown Road 95819th Street 2700 Patterson Street 2225 Chestnut Street 1510 Stoystown Road TANK Stoystown,PA 1563' Manheim,PA 17545 `Watervliet,NY 12189 Greensboro,NC 27407 Lebanon,PA 17042 Friedens,PA 15541 814-893-5701 717-664-0600 518-273-0801 336-218-0801 717-664-0602 814-443-6800 G.G� FAX 893-6126 FAX 664-0617> FAX 273-1365 FAX 21871292 FAX 664-0631 FAX 444-8662, ®Highland Tank—HT—1101—1/08 ,, r , NOTE:ALL RIGHTS RESERVED.THIS DRAWING MUST NOT BE REPRODUCED IN SHIP LOOSE: (INSTALLATION BY OTHERS) ANY FORM WITHOUT THE WRITTEN - PERMISSION OF HIOHLANO TANK®: - HIGHLAND TANK®SHALL BE RESPONSIBLE (2) 64" POLYESTER HOLD DOWN STRAPS PER QUOTE - - -. ONLY FOR ITEMS INDICATED ON THIS FABRICATION DRAWING UNLESS THIS ✓ NOTED,CUSTOMER 15 RESPONSIBLE FOR VERIFYING CORRECTNESS OF SIZE AND LOCATION OF FITTINGS,ACCESSORIES,AND COATINGS SHOWN ON THIS DRAWING. _ �.r 24'-0= B 18° 72" 18" 1818"—{I 18" 18" 4 36" 18" 18" 1-11"{I 7" --- ---------- --- ---- 1 --- ---- -------- -- — ---- — — — ----- A A A A T A A A A I A A E E I gsrmp \ - SINGLE WALL i SI�GLE WALL064 ` _ BULKHEAD ; BU KHEADINNERll� O MI `, C i i STRIKER El PLATES i i i D L D�. 18„ 7' - 72' y ' 78"' I -� 7" Pe MAX.f - Al T MIN. MAX. HOLD HOLD s e- DOWN,DOWN • � .: STRAP , STRAP DESIGN DATA CAPACITY — 4,000 GALLONS SPLIT-2000 15.00 500 TYPE — DOUBLE WALL TYPE I sti—P30, UNDERGROUND r NO. REQ. _ 1 MOVED FITTINGPER CUSTOMER OPERATING PRESSURE -ATMOSPHERIC AS 01/16/12 001 REQUEST. TANK MATERIAL - MILD CARBON STEEL THICKNESS INNER - HEADS - 7 GA; SHELL - 7 GA THICKNESS OUTER - HEADS - 10 GA; SHELL -10 GA A 5" LEGEND "GA THK. BASED ON 60" MAX. BURIAL DEPTH FITTING WITH 5" X 4" DIELECTRIC BUSHING ) ki and Tank r,-.,....--�•-•�-- INNER TANK LAP WELD OUTSIDE ONLY — CONSTRUCTION - OUTER TANK LAP WELD OUTSIDE ONLY B 3" FITTING WITH 3" x 2" DIELECTRIC BUSHING . 4,000 GAL .64"0 DOUBLE WALL sti—P3® ANK TEST -INNER - 5 PSIG AND EXTERNAL INTERSTITIAL MONITOR PIPE OUTER - 2 PSIG AND FULL VACUUM C 9 LBS MAGNESIUM ANODE PER sti-P3 SPEC CUSTOMER. WILDCO PETROLEUM EQUIPMENT INT. FINISH - NONE - D 10 LBS ZINC ANODE PER sti-P3 SPEC NOTES: PROJECT, HYANNIS MA EXT. FINISH-SP6 BLAST, 15 MILS GREEN POLYURETHANE POLYURETHANE eU-P38 TANK 15 NOT APPROVED PER P3 SPECIFICATION. E 3" FITTING WITH 3 X 2" DIELECTRIC BUSHING FOR THE STORAGE OF HEATED PRODUCTS CHK'D Bri SHOP TO INSTALL 1/4'XI2-AI2'STRIKER ., QUOTE NO, 289907 LABEL - UL-58, UL-1746 PART I, sti-P30 STICKER _ , PLATES.ROLLED AND SEAL WELD TO THE TANK ell-P3®IS A REGISTERED TRADEMARK OF THE STEEL TANK INSTITUTE F - - 3�8--4-0-01�13/12 001' - - NU., 4 4 '1 1 i FIBERGLASS-COMPOSITE PIPE GROUP -Dualoy 3000%1. Fiberglass Pipe anal Fittings nonmetallic underground piping for MotorVehicle (MV), High Blend (HB) Co ncentrated d CT and Aviation and { Marine (A&M),fuels 4- Uses and applications Service station product,vent and vapor recovery piping Bulk plant terminals and fueling terminals Central fuel oil systems Marinas and marine terminals(onshore only) All piping systems requiring UL or ULC Listing for MV,HB,CT and A&M Fuels. Performance. Operating pressures to 300 psig(20.bar) Continuous operating temperatures to 150°F(66°C) Individual system components may not have the same ratings as the pipe. Refer to the detailed product information for the specific components to determine the A - pressure rating for the system as a whole. Listings Dualoy 3000/L is Listed with Underwriters Laboratories Standard 971-2004 for nonmetallic underground,piping for motor vehicle(MV), high blend (HB), concentrated(CT)and aviation and marine(A&M)fuels(File MH9162). Dualoy ' WUL)Underwriters �C 3000/L pipe and fittings are also Listed with Underwriters Laboratories of Canada Laboratories Inc.® (File CMH,715). In Great Britain the Dualoy 3000/L system has been tested and s accepted by the:London Fire and Civil Defence Authority. Dualoy 3000/1-has been issued a Certificate of Compliance to the Institute of Petroleum(IP)Specification by ERA Technology, Ltd. Composition Pipe—Filament-wound fiberglass reinforced epoxy pipe with integral epoxy liner and exterior coating.When classified in accordance with ASTM D2310 and ASTM D2996,the pipe meets the following cell limits: RTRP 11 CX-5430. Fittings-Compression-molded and filament-wound fiberglass minforced epoxy Adhesive—Ameron PSX-20 ambient-cure,two-part epoxy for all services(including alcohols) Joining system Bell and spigot taper/taper adhesive-bonded joint Pipe lengths Standard 6.1,m (20-ft)random lengths 5.2 to 6.4 m (17 to 21 ft) Other lengths available on request FP265K(11/07) Fittings Adapters: bell x NPT male' - Flange stub ends' Adapters: bell x NPT female2 Isolation bushings' Adapters: spigot x NPT female2 Nipples2 Adapters:spigot x NPT male2 Reducer bushings' 45' Elbows' , . Repair couplings' 90° Elbows' Sleeve couplings2 End caps' Tees' Flange rings' - Dispenser pan penetration fittings" 1) .Indicates molded fitting. c 2) Indicates filament-wound fitting. 3) Other fittings available without UL listing.. . Typical pipe dimensions Nominal Pipe Pipe Wall Thickness Unit Pipe. and Weights Pipe Size OD' ID' Total Structural Volume Weight (in) (rr rn) (in) (mm) (in) (mm) (in). (mm) (in) (mm) (gal/ft) (1/m) (lb/ft) (kg/m) 2 50 2.37 60 2.21 56 0.080 2.0 0.060 1.5 0.20 2.5 0.47 3.5 3 80, 3.50 .89 3.32 84 , 0.085 2.2 0.065 1.6 0.45 5.6 0.72 .5.2 4 100 4.50 115 4.33 110 0.087 2.2 0.070 1.8 0.77 9.6 1.00 7.2 fi 1501 6.63 168 6.39 162 0.120 3.1 0.100 2.5 1,67 20.7 2.10 15.2 1) Typical outside diameters of 2 through 6-inch pipe are within API,ASTM and ANSI fiberglass and steel pipe dimensions. Typical pipe performance Nominal Pressure Ultimate Internal, Ultimate Pipe Size, Rating' 'Pressure' Collapse Pressure2 (in) (mm) (psig) (MPa) (psig) (MPa) (psig) (MPa) 2 50 300. 2.07 3200 22.1 153 1.05 3 80, 200- 1.38 2400 16.5 90 0.62 4 100,; 175 1.21 2000 13.8 39 0.27 6 150 175, 1.21 2000 13.8 38 0.26 ' 1).At 150°F(66-C). 2) At 80-F(27°C).For continuous service do not exceed 75%of these values. ,. Fittings pressure For dimensions of fittings;consult Ameron publication DUALoY 3000/L FITTINGS performance DIMENSIONS,.FP266. Pressure ratings of fittings without UL listing are available on A request. , Nominal , Pipe Size All fittings' (in) (mm)' (psig) (MPa) 2',' 50. W 250 1.72 3 „80 150 . 1:03 4 . 100 125 0.86 6 150' 100 0.69 1),Some fittings have higher pressure ratings than shown. r Typical physical Dualoy.3000/L piping systems are designed to function at temperatures ranging properties from-40 to`150°F(40 to 66°C)at service pressures between-1 and 20 bar. Dualoy 3000/L pipe conforms to ASTM D2310, D2517 and D2996. Method Pipe Property', Units Value ASTM ATM' Thermal conductivity Btu•in/(h•ft2•°F) 1.7 C177 23. W/m•°C 7.6 Linear thermal expansion 10-6 in/in/°F 8.5 D696 21 10-6 cm/cm/°C 15.3 Friction factor Hazen-Williams 150 — 156 Absolute roughness 10-6 ft 50 — — •10_6 m 15 Specific.gravity — 1.81 D792 Barcol Hardness Impressor 934-1 65 D2583 - 1) Ameron test method. Typical mechanical Method properties Pipe Property' Units Value' ASTM ATM2 . Tensile strength Longitudinal 103 psi 35.0 D2105 161 ` MPa 241 Circumferential " ,103 psi 70.0 D1599 151 r MPa 483 -Tensile modulus . Longitudinal' 106.psi 3.0 D2105. 16.1 GPa 20.7 Circumferential 106 psi 4.2 GPa 29.0 Compressive strength. " Longitudinal 103 psi, 35.0 — •142 MPa 241 %Compressive modulus Longitudinal 106 psi 3.0 — 142 GPa 20.7 Long-term hydrostatic design basis Static 103 psi 31.5 D2992(B) — MPa 217 Cyclic 103 psi 8:0 D2992(A) — MPa 55- Poisson's ratiO3 n _ 0.16YX - - nw 0.26 — — 1) Based on structural wall thickness. 2) Ameron test method: .3) The first subscript denotes the direction of contraction and the second that of the applied stress. x denotes longitudinal direction. y denotes circumferential direction. . Nominal Pipe Size Stiffness Factor (in) (mm) (lb•in3/in2) (N•m) 2 50 45 5.1 3 80 75 . a. 8.5 4 .100 60 6.8 6 150 275 31.1 1) At 5%deflection. 3 r Bending radius Minimum Maximum Minimum Nominal Bending Deflection Length Required { Pipe Size Radius' per 20-ft Joint for 10°Change (in) (mm) (ft) (m) (deg) (ft) (m) 2 50 75 23 15 13 4 3 80 :` ' 100. 30 10 20 6 4 100 150 f'` 46 7.5 27 8 6 , 150 ` - 200 61 5 40 12 1) At rated pressure.Sharper bends may create excessive stress concentrations.Do not bend pipe until adhesive has cured. : " Conversions 1 psi=6895 Pa=0.07031 kg/cmz + 1 bar= 1 05 Pa 14.5 psi=1.02 kg/cmz + 1 MPa= 106 Pa= 145 psi'=,10.2 kg/cmz 1 GPa= 109 Pa 145,000 psi= 10,200 kg/cmz 1,in=.25.4 mma • 1 ft=0.3048 m . 1 lb-in 0.113 N•m Important-notice. This literature and the information and recommendations it contains are based on data ' reasonably believed to be reliable.However,such factors as variations in environment, r application or installation,changes in operating procedures,or.extrapolation of data may cause different results.Ameron makes no representation orwarranty,express or ; implied,including warranties:of merchantability or fitness for purpose,as to the accuracy,; adequacy or completeness ofthe recommendations or information contained herein: Ameron assumes no liability whatsoever in connection with this literature orthe . information or recommendations it contains. f q �. A MERO*T`. FMERGLA.SS-COMPOSITE PIPE GROUP- HEADQUARTERS 1"11T1JG lilt INTERNATIONAL 9720 Cypresswood Drive,Suite 325*-H6uston,,TX 77070-Tel:832-912y8282•Fax:832-912-9393•www.ameron-fpg.com Asia Europe USA Centron International Ameron(Pte)Ltd a Ameron B.V." ,. P.O.Box 878 P.O.Box 490 4 No.7A,Tuas Avenue 3 J.F.Kennedylaan 7 Burkliumett,TX 76354 600 FM 1195 South ► "" Singapore 639407 4191 MZ Geldermalsen Tel:• (940)569-1471 Mineral Wells,Texas 76068 Tel: 65 6861 6118 The Netherlands Fax:•(940)569-2764 Tel: (940)325-1341 AAX1% Fax: 65 6862 1302/861 7834 Tel: +31 345 587 587 email:marcom@a4ncronfpd.com Fax: (940)325-968I t . email:infoQameron.com.sg. 'Fax:, +31 345 587 561 email::info(u ameron-fpg.nl 01985 Ameron•F0265K(11107)supersedes FP265J(5195)•Printed in U.S.A. TLS-300i 3-4'Tank Configurable.Console Page 1 of 2 VM D —ROM Contact Us I Site Map�I SEAM-H#} Home Extranet Products Locate Distributor Locate Service FMSOnline Support Worldwide Company News&Events ATG/TLS Monitoring Products RequestATG/TLS Information TLS-3001 3-4 Tank Configurable Console ATGITLS Monitoring Consoles &Accessories UST Monitoring Systems' . TLS-450 Product Overview TLS-350R TLS-350 Plus Designed.to provide the highest quality and,most cost-effective tank monitoring system for cost- TLS-350J conscious retail petroleum marketers,�the TLS=300i 3-4 Tank configurable console is an ideal value for = many independent and/or smaller retail petroleum marketers. TLS-2 TLS-300C 1-2 Tank Veeder-Root's TLS-.300i.Tank Monitoring,System can be configured to provide in-tank leak detection Configurable Console or continuous statistical'leak detection(CSLD)for underground storage tank(UST) applications with TLS-300i 3-4 Tank up to four Series 8463 Mao PlusLeak Detection Probes, or Series 8463 Mao Plus Inventory Probes to Configurable Console support Aboveground Storage Tank(AST) applications. TLS-MAG-XL AST Gauging Additional configurable,options are designed to provide printed documentation and remote monitoring Red Jacket ProMax w flexibility.The optional Integral Printer provides fast, quiet continuos printouts.The optional Sitefax Red Jacket ProPlus feature can be programmed to transmit leak detection and inventory reports, as well as real-time alarm reporting to,fax machines or other communications devices. Inform Chart Loader Software Standard features include back-up generator capabilities, as well as capacity to accept up to eight Veeder-Root Series 7943 float-switch sensors.This high quality, low cost family of sensors includes Direct Access'"'Software interstitial leak sensors for steel and fiberglass tanks, piping sump sensors, hydrostatic sensors, and - Secondary Containment discriminating dispenser pan and containment sump sensors. Vacuum Sensing System Wireless Tank Gauging Specifications- Standard Features' Tank Measurement '0 System monitors up to four tanks. Sump Monitoring • RS-232 Communication Interface with Auxiliary Port provides two 25-pin D-connectors for Dispenser Pan Monitoring a data transmission to computers or point-of-sale terminals. . - . Automatic continuous leak sensing:tank interstitial space, piping sump' Double Wall Tank Monitoring • Audible alarm and display indicate leak location Monitoring Wells • In-tank warnings and alarms are activated for the following conditions: leak, overfill, low product,sudden loss, high water,,delivery needed,test failure,tank test not performed_. Monitoring&Installation • Accepts up to-eight interstitial/containment float switch sensors Accessories, •, Interstitial and piping sump warnings and alarms are activated for the following conditions:. Product Line Monitoring fuel presence, low liquid, high liquid • Alarm relays can trigger alarm/security devices Enhanced Vapor Recovery • Two built-in inputs provide for solid-state or switch Input from external devices Solutions • Two built-in output relays provide for outputs to overfill alarms and external audible and visual Red Jacket Products rr warning devices ••Either relay can shut down the submersible if power to the monitor is lost or a leak is detected Fuel Management Services • Emergency generator applications are selectable via programming VRM Registration Products -• One system handles a mix of standard and emergency generator tanks • Records generator activity Product Brochures • .Complete inventory reports before and after generator operation Configurable Options • Continuous Statistical Leak Detection for in-tank leak detection without tank shutdown. • Integral printer,which documents inventory leak detection, alarms and setup information. • SlteFax modem for remote management of leak detection and inventory alarms and reports. , • One or two.Veeder-Root Magnetostrictive Probes for 0.1 GPH in-tank leak detection with 4" float kit and 5"cable ? :• One or`two.Veeder-Root Inventory Only Probes for Inventory Control with 4"float kit and 5 cable. Standard Models Console Form No IlDescription http://www.veeder.com/page/TLS-300i-3-.4aank 2/27/2012 7LS-300i 3-4 Tank Configurable Console Page 2 of 2 r 848590-421 TLS-300i.3-4 Tank Configurable Console with Integral Printer 848590-411 TLS7300i 3-4 Tank Configurable Console without Integral Printer 848591-002 TLS-300i 3-4 Tank Configurable Console- PC Version Software Enhancement Modules Note: Must be specified on order 330161-001' Static In-Tank Testing 330161-003 CSLD Optional Site Fax Modem Note: Must be specified on order 331398-001 c Site Fax Modem Kit for TLS-300 Series Consoles The following probes and sensors are compatible with the TLS-300C Monitoring System: Form No. Description 846390-XXX Mag Plus Inventory'Measurement Probe 794390-40X Interstitial Sensor forFibergiassTanks 794390-420 Interstitial Sensor for Steel Tanks 794390-20X Piping Sump Sensor- ' .r 794380-301 Single-Float Hydrostatic Sensor 794380-302 Dual-Float Hydrostatic Sensor 794380-322 Discriminating Dispenser Pan Sensor 794380-352 Discriminating Containment Sump Sensor Please refer to Veeder-Root Price List for required probe and sensor lengths and corresponding 3-digit form number suffix, r - Related Links and Documents TLS-300/TLS-350/TLS-350R Quick Help (U.S.) (576013-939 Rev F) (PDF) m -TLS-3XX Consoles,Gllbarco EMC Series Consoles,.ProPlus/ProMax Series Consoles Site Prep and. 4 Installation Manual (576013-879,Rev U) (PDF) p TLS-3XX Series Consoles System Setup Manual (-576013-623 Rev AD) (PDF) p TLS-3XX Series Consoles TroubleshootingGuide(576013-618 Rev V) (PDF) Results of U.S. EPA Standard Evaluations Certification Reports-ATG Systems(576013-895 Rev G) (PDF) r. . Products::TLS Series 200, 200i, 300,400,8463, 8473, 8493, 8472 Contact Us Danaher Corp Gilbarco i Gasboy i Privacy i Legal i Site Map Copyright O 2009 The Veeder-Root Company:All rights reserved. Unauthorized duplication prohibited. http://www.veeder.com/page/T-LS-300l-3r-4Tank 2/27/2012 T. a. No.W _ 6 Fee-- --------- BOARD OF HEALTH TOWN OF BARNSTABLE Application-*rVell (Con0ruct ion Permit Application is hereby made for a permit to Construct (�-J, Alter ( ), or Repair ( )an individual Well at: ----- '604,2,q-S' & 4A, --- �1 ✓Location — Address Assessors Map and Parcel - -- --- --------------- ----------- Owner Address Installer — Driller Address Type of Building ' Dwelling -- _-- — -- - —__ — Other - Type of Building--6�22V ?� _ No. of Persons--- --__---------_ . ITYPe of Well— Lij-42 Capacity----l _ Purpose of Well. 'n _-- — Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate of1compliance has been issued by the Board of Health. Signed - -- — --- - `�-` C� ---- dat Application Approved By _ ____— � � r-------- -- Application Disapproved for the following reasons: `` date — Permit No.I�2�I I ©D—�-- — --— Issued---3- -� 1 -- ------------------ date BOARD OF HEALTH TOWN OF BARNSTABLE (Lertificate ®f (Compliance THIS IS TO CERTIFY, That the Ind* idual Well Constructed Altered ( ), or Repaired ( ) Installer at__ - _^ )VNw/ has been installed in accordance with the provision of the Town of Barnstab Xard of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. _--------------Dated---------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----- -_-- __-- _ Inspector--=---__--_ No. Fee--� --------- BOARD OF HEALTH 7 JOW..N OF BARNSTABLE ,t 'Zpp[icat ion,for; ell ConotructionVermit Application is hereby made for a permit to Construct (�-J, Alter ( ), or Repair ( )an individual Well at: Location — Address L — --— Assessors Map and Parcel Owner- 2 Address Installer — Driller —_—^— Address Type of Building Dwelling._—..------------------ - Other - Type of Building- � ' No. of Persons--- Type of Well •�� � w�_________ - Capacity /� ---'2j, Purpose of Well_Z-1-�� W67\- --_-- �% Agreement: The undersigned agrees to install the aforedescribed'individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - ;The undersigned further agrees not to - place the well in operation until a Certificate.of Compliance has been issued by the Board of Health. Signed dat Application Approved By -------- date Application Disapproved for the following reasons:---- / date Permit No.&�)_20 I I D o Issued ------ date ----------------- BOARD OF HEALTH TO WN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( v', Altered ( ), or Repaired ( ) b _ --------------------- — Installer /. at has been installed in accordance with the provisions f the Town of Barnstabl�Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. _-_----____-______Dated—----------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----—— -- Inspector-----_—___ -------__---- BOARD OF HEALTH TOWN OF BARNSTABLE F lVell Congtruct ion Permit No. Fee- �- -- ,p f j �- Permission is hereby granted ' �`' ��✓�/ Lci to Construct ( ✓), Alter ( ), or Repair ( ) an Individual Well at: No. -- _ street + as shown on the application for a Well Construction Permit ' No. W 2-0 1 - ©O (, Dated-3 3 a l Board of Health DATE I r .. / th P� O .. pN R=3 5Q1 ,AUTHORIZED VEHICLES ONLI iAd.. O�CONCRETE WHE' SEE DETAIL ee -`GV .REMOVE EXISTING: Ttl3C TURES, ._. MUND.IITION, C014 RI` PADS, U'l;ltl,'fl AND ALL:`AWURTENA riv ELEMEtAt S 3' CURB , OPENING 4 n Qy 4.. I �.. �SS 3' CURB OPENING Town of Barnstable oFtY Regulatory Services ?' Q Thomas F.Geiler,Director Public Health Division * BARNSTABLE * Thomas McKean,Director F. MASS 200 Main Street, Hyannis,MA 02601 ArFD;Mp►�l� Phone: 508-862-4644 Email: health(a)town.barnstable.ma.us Fax: 508-790-6304 Office Hours: M-F 8:00—4:30 December 13,2005 Hyannis Auto Body Richard Covington 332 Falmouth Road Hyannis,MA 02601 RE: Hazardous Materials Permit Required Dear Mr. Covington: On November 21, 2005,you spoke to Mr. Tom McKean about the letter dated November 10, 2005 stating the Hazardous Materials Permit is Required and Overdue. There was confusion in this matter. The Hazardous Materials Permit has been obtained by Ford of Hyannis located at, according to the Assessors Map, 322 Falmouth Road,Hyannis,MA. The Hazardous Materials Permit has not;however been obtained by the address of Hyannis Auto Body located at, according to the Assessors Map, 32 Corporation Street,Hyannis,MA. You currently have both businesses listed under the same address, 332 Falmouth Road,Hyannis,MA which would create confusion. Under the provisions of Chapter 111, Section 31, of the General Laws of MA,hazardous materials use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. Each business address shall be responsible for obtaining a Hazardous Materials Permit.Both locations currently have the minimum of 111 gallons at each site. You will receive your Hazardous Materials License certificate after you have paid the license fee. Your continued cooperation is greatly appreciated. If you have any questions or need further information,please do not hesitate to contact the Public Health Division. joThank you, mas . McKean, RS, CHO Director of Public Health Alisha L.Parker Hazardous Materials Specialist Parker, Alisha From: Schlegel, Frank Sent: Wednesday, November 30, 2005 3:20 PM To: Parker, Alisha Subject: RE:Addresses Hi Alisha, According to my records, assessors records and the town's GIS maps, the address of 322 Falmouth Rd/Rte 28 was assigned to Map 293 Parcel 010. This building (single) shows on the maps as occupying most of the parcel.*ft passel 4144-This ,.If up Y maps:_aiid Geaw-b-by-t#e-twe-reap a;;Ge�s-1-havti- ram- -ail,. This will show you the "Ford Garage"(map 293 parcel 010) a +hp fPnr ed in If these are the two properties you mentioned, they do have the two separate addresses. If you are just talking about the"Ford garage building" the ordinance states that "Primarily, one street number will be assigned to the property and multiple buildings will be unitized which will take a site inspection to determine the"flow"of access around the building. The owners can request an address for Corp . Street in writing to the Town Engineer. I believe though you may be working with the two separate parcels since both are owned by the same people. Let me know if you need more help. -----Original Message----- From: Parker,Alisha Sent: Wednesday,November 30,2005 10:03 AM To: Schlegel, Frank Subject: Addresses Good Morning Frank, I have a business located on Falmouth Road that also has a building on Corporation St. The name of the business is different for both buildings, yet they are in conjunction with each other. There is no physical address on either of the buildings. Both are listed under the same address as 332 Falmouth Road. On the assessors page, the correct addressess are 322 Falmouth and 32 Corporation St. I am looking to have each business/building obtain a Hazardous Materials Permit because each of them have over 111 gallons of Hazardous Materials on site, however, they believe that they are ok due to the fact that they only have 1 address. I contacted the Clerks office to see if each has a Business Certificate and we are researching that avenue. Is there anything we can do about the addresses? Thank you, r-P Alisha Parker ._ i �,�' �/ �''�• � l/d�,,'i� Hazardous Materials Specialist Town of Barnstable Health Department �3 z 1 Parker, Alisha From: Fulco, Lucia Sent: Wednesday, November 30, 2005 10:33 AM To: Parker, Alisha Subject: RE: Business Certs. Hyannis Ford of Hyannis, Inc. is OK as is. Hyannis Auto Body needs a business certificate either in its own name or as a dba of a corporation. They need to fill in a routing slip,which can be picked up either here or at 200 Main and have it signed off by the Health Dept. as well as Building and Licensing. Don't sign it until they agree to comply with the hazmat requirements. Lucia -----Original Message----- From: Parker,Alisha. Sent: Wednesday, November 30, 2005 10:22 AM To: Fulco,.Lucia Subject: Business Certs. Hi Lucia, Thank you for your help with the information on Ford of Hyannis and Hyannis Auto Body. I checked on line and saw that Hyannis Ford Inc. is a corporation, registered with the state, and changed the name to Ford of Hyannis, Inc. in 1997,which is the name on their building. So they do not need a business certificate right? If they have an expired business cert.with the town, don't they have to renew as well? Or is it complete because they are a Corporation? Hyannis Auto Body, on the other hand,was not found on the site, so it is not registered with the state and has no registration with the town. The building says Hyannis Auto Body, so they need to file for a business certificate with the town correct? There was a little confusion when I spoke to others in the office about the situation. I just want to make sure I am getting the correct information before I go to the business itself. Thank you so much! Alisha Parker Hazardous Materials Specialist Town of Barnstable Health Department 1 S � > �- ,a, � � ate" � � �'"-" v:S ,, � , ,�; �� p� .�� , �,�'.' 1�F a `ee� w AF i ��Jx i ty 1 i .? �� �y � 2830 ,. � P t6 � +1 S �� a f ..fie � � 1, ��� �•r w r.- �. y`;. a �':� ... � Ti„-:` ( ...��- �+' .fi�r � � r. � + _ gT;�,.. �� �� Aix M�awpu ( '32,z,Wow LL&)I Ap � c�rf . ,/--x � Okb Bnd� (Coyp � OTC vuc� ►�c v�. cr�,t. ND kft,�liYvt lt�-�, �'�415 hot ix" uk:m haA �;4 Far a bus . cep. at ,e�,Q,lc a dds a c aft lnf X *44- WC4� The Commonwealth of Massachusetts William Francis Galvin - Public Browse and Search Page 1 of 1 The Commonwealth of Massachusetts y William Francis Galvin 1 Secretary of the Commonwealth One Ashburton Place,Boston,Massachusetts 02108- M 1512 Al. i° Telephone: (617) 727-9640 Public Browse and Search - Entity Results CD i-leip',vith leis town 8 Records Matched Your Begins With Search for Entity (Page 1 of Name: Hyannis Auto' 1) Identification Old Principal Office Entity Name Number Identification Address, City, State,Zip, Country Number 478 WEST MAIN HYANNIS AUTO BODY. INC, 000155077 ST., HYANNIS, MA 02501 USA HYANNIS AUTO._CENTER,.__INC. 55 AIRPORT. 000826087 ROAD, HYANNIS, MA 02601 USA HYANNIS_AUTO.COLLISION-, 478 W. MAINST.INC. 000265398 478 HYANNIS, MA 02601 USA HYANNIS AUTO INC. 000155077 478 WEST MAIN ST., HYANNIS, MA 02501 USA HYANNIS_AUTO...INTE_RIORS,INC, 000143816 80 ENTERPRISESROAD, HYANNIS, MA 02601 USA HYANNIS AUTO RESTORATIONS 120 THORNTON INC.. 043085562 000332808 DR., HYANNIS, MA 02601 USA HYANNIS AUTO SALES, INC. 043337644 000556461 498 WEST MAIN ST., HYANNIS, MA 02601 USA HYANNIS AUTO, INC. 043141605 . 000382453 478 WEST MAIN ST., HYANNIS, MA 02601 USA ©2001-2005 Commonwealth of Massachusetts All Rights Reserved obyp http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchEntityList.asp?ReadFromDB=Tru... 11/30/2005 'the Commonwealth of Massachusetts William Francis Galvin - Public Browse and Search Page 1 of 3 ° F The Commonwealth of Massachusetts =.e William Francis Galvin j Secretary of the Commonwealth � One Ashburton Place,Boston,Massachusetts 02108- 1512 Telephone: 617 727-9640 FORD OF HYANNIS, INC. Summary Screen ?� Help with this`orm Re uesta Certtflcae� . . The exact name of the Foreign Corporation: FORD OF HYANNIS, INC. The name was changed from: HYANNIS FORD, INC. on 6/16/97 Mergered with : HYANNIS FORD_HOLDING COMPANY on 10/4/04 (Note:"rhe above entity is not registered in Massachussetts) Entity Type: Foreign Corporation Identification Number: 043311283 Old Federal Employer Identification Number(Old FEIN): 000528314 Date of Registration in Massachusetts: 02/23/1996 The is organized under the laws of: State: DE Country: USA on: 02/09/1996 Current Fiscal Month/Day: 12/31 Previous Fiscal Month/Day: 00/00 The location of its principal office: No. and Street: 332 FALMOUTH ROAD City or Town: HYANNIS State: MA Zip: 02601 Country: USA The location of its Massachusetts office, if any: No. and Street: City or Town: State: Zip: Country: The name and address of the Registered Agent: Name: STEVEN M. MITUS No. and Street: 9 WATERFORD DR. City or Town: WESTFIELD State: MA Zip: 01085 Country: USA The officers and all of the directors of the corporation: Title Individual Name Address (no Po Box) Expiration First,Middle,Last,Suffix Address,City or Town,State,Zip Code of Term http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True... 11/30/2005 f `. The Commonwealth of Massachusetts William Francis Galvin - Public Browse and Search Page 2 of 3 t PRESIDENT RICHARD L COVINGTON 3 WINNIE'S WAY EAST SANDWICH,MA 02537 USA TREASURER JAMES E BALISE JR 87 BLUEBERRY HILL RD LONGMEADOW,MA 01106 USA SECRETARY CHRISTINA LUTZEN 135 SULLIVAN RD WEST YARMOUTH,MA 02673 USA CLERK CHRISTINA LUTZEN 135 SULLIVAN RD WEST YARMOUTH,MA 02673 USA DIRECTOR RICHARD L COVINGTON 3 WINNIE'S WAY EAST SANDWICH,MA 02537 USA DIRECTOR STEVEN M MITUS 9 WATERFORD DR WESTFIELD,MA 01085 USA DIRECTOR JAMES E BALISE JR 87 BLUEBERRY HILL RD LONGMEADOW,MA 01106 USA business entity stock is publicly traded: The total number of shares and par value, if any,of each class of stock which the business entity is authorized to issue: Par Value Per Share Total Authorized by Articles Total Issued Class of Stock Enter 0 if no Par of Organization or Amendments and Outstanding Num of Shares Total Par Value Num of Shares CWP $100.00000 3,040 $304,000.00 3,040 Consent _ Manufacturer _ Confidential Data _ Does Not Require Annual Report Partnership X Resident Agent X For Profit _ Merger Allowed Select a type of filing from below to view this business entity filings: ALL FILINGS = '' Amended.Foreign.Corporations Certificate Annual Report. z_ Annual Report- Professional P Application for Reinstatement ; ....... ......... tl nt gs s �116101 xNewSearch ` I http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True... 11/30/2005 I� _ The Commonwealth of Massachusetts William Francis Galvin- Public Browse and Search Page 1 of 2 k . V � The Commonwealth of Massachusetts William Francis Galvin Secretary of the Commonwealth E � r` One Ashburton Place, Boston, Massachusetts 02108- ` ;, 1512 Telephone: (617) 727-9640 HYANNIS UT , INC. Summary Screen Help with this form ��y ER�ec�uest a C�emfieafie ���. The exact name of the Domestic Profit Corporation: HYANNIS AUTO BODY-, INC. The name was changed from: HYANNIS AUTO INC. on 11/15/83 Entity Type: Domestic Profit Corporation3A. Identification Number: 000155077 IV Date of Organization in Massachusetts: 02/06/1980 Date of Involuntary Dissolution: 08/31/1998 Current Fiscal Month/Day: 01 /31 Previous Fiscal Month/Day: 00/00 The location of its principal office in Massachusetts: No. and Street: 478 WEST MAIN ST. City or Town: HYANNIS State: MA Zip: 02501 Country: USA If the business entity is organized wholly to do business outside Massachusetts,the location of that office: No. and Street: City or Town: State: Zip: Country: The name and address of the Registered Agent: Name: No. and Street: City or Town: State: Zip: Country: The officers and all of the directors f ecto s o the corporation: Title Individual Name Address (no Po Box) Expiration First,Middle,Last,Suffix Address,City or Town,State,Zip Code of Term Prior to August 27, 2001, Records can be obtained on Microfilm business entity stock is publicly traded: _ http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True... 11/30/2005 The Commonwealth of Massachusetts William Francis Galvin - Public Browse and Search Page 2 of 2 s° The total number of shares and par value, if any,of each class of stock which the business entity is authorized to issue: Par Value Per Share Total Authorized by Articles Total Issued Class of Stock Enter 0 if no Par of Organization or Amendments and Outstanding Num of Shares Total Par Value Num of Shares No Stock Information available online. Prior to August 27, 2001, records can be obtained on microfilm. Consent _ Manufacturer _ Confidential Data _ Does Not Require Annual Report Partnership _ Resident Agent _ For Profit Merger Allowed Note: There is additional information located in the cardfile that is not available on the system. Select a type of filing from below to view this business entity filings: ALL FILINGS Administrative Dissolution Annual Report Application for Reinstatement Application For Revival' M1 lew FFI ngs f , New�eareh� y li awro rq. Comments ©2001-2005 Commonwealth of Massachusetts All Rights Reserved Help k http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True... 11/30/2005 r Town of Barnstable �OFTME Tom, Regulatory Services ^ uk ti Thomas F. Geiler, Director M * eaxivsraBt.E, _�tJl Public Health Division i639• �0 � � �fn 39. Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Application Fee: $100.00 ASSESSORS MAP AND PARCEL NO. DATE �112 4/ APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN 111 GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANTi Ch L. 40 NAME OF ESTABLISHMENT Ate- ADDRESS OF ESTABLISHMENT �LMav TELEPHONE NUMBER �08- 77SS-S' 712 . SOLE OWNER: YES 1,, NO IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALL PARTNERS: IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. STATE OF INCORPORATION FULL NAME AND HOME ADDRESS OF: PRESIDENT dqi-pii TA, 1/o02 -ava l5�,- meal 1:$DA,ti cccl /Jtiq O/o8y TREASURER V l✓iri�re� W LCftcST �'^G�J`t.Gl . /YI OZ537 . CLERK Al, /T%r fv.A Z)n, ¢fi t 7t ` SIG OF APPL ANT RESTRICTIONS: HOME ADDRESS O ryinnre.'�' �Qy CAarL w'ch, &4 HOME TELEPHONE# �SGB-�Y. 3 -338I G Haz.doc/wp/q - r ....� T;. -. ,:r... ,y:.i ..; ; :-��. ::'^`- ?`Rr..r-ter+....- c•'T.e..mrr*"-Tt'�,�.?. ,">,,r..c+,.ci..�. >,�-raf — ...'�.+n;:.-�:1.,....,4;« t � TOWN OF BARNSTABLE BAR_W P2 3383 Ordinance or Regulation WARNING NOTICE Name of Offender/Manager ; .r, ��� e f}� g,�,� Address of Offender ? PaA1h,&& 14 rl MV/MB Reg.# Village/State/Zip } - MA n z_k,�ai Business Name ,�1, rt,,rr ,ei� �:pt am/pm; on "i /20 oq Business Address a�st i ^( . r,:a,K..,,,," r'# Signatur' Enforcing Officer Village/State/Zip /•> , F .124 62 kot' Location of Offense e4oviocA_ 75 3?12- %r~sko ' e jjo-aocl Enforcing Dept/Division Offensex...1 (7)a j,-A•�- ,*e Facts i �P�c.+. c/f�. r,�'�a,n� '"l 1!?de]x 1, u4i44't a �a ,s k n►. -�.. A l t 11in t. N F �istr� . S�.I';,IG:as�. vlr�rs , � a�'�feF�� YF�'" �+�r�,a��#�� ,`rlS�al �11/�a�► It�c°s ,�,����. This witll setve only as a warnYng. At this time no legal action has been "taken. It is the goal of .Town agencies to achieve voluntary compliance of Town Ordinances, . Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will . result in appropriate legal action by the Town. WHITE-OFFENDER CANARY-ORD./REG.-PROG. PINK-ENFORCING OFFICER GOLD-ENFORCING DEPT. �. Date: TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAMEOFBUSINESS: E=A .s- BUSINESS LOCATION: Z .MAILING ADDRESS: `� '� INVENTORY TELEPHONE NUMBER: 5-0 3 — 77�=��/Z TOTAL AMOUNT: . CONTACTPERSON:_&'Q& a. d R, Z 3. g api(. EMERGENCY CONTACT TELEPHONE NUMBER: 1=1RE p�57�IcT TYPEOFBUSINESS: OTHER INFORMATION: ' n �. VP�°�t� _ s ,,a e M 5 05- or) 54en 10 1 s T"ox(c * WAz_,4A poll s u.44 xynEf �/AZ-/77,47--4/C4FPy'11eF- � e Waste Transportation: vn Name of Hauler:/olv., L; d Destination: Waste Product: �,( adL&i icensed?je No . UrJ.r�.yt-- = .'�u�s, �u�r.,•�3-� d2ride..nGav�°.►'>s. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. . NOTE: LIST IN TOTAL LIQUID VOLUME OR POUNDS. Quantity Observed (gallons): Antifreeze(for gasoline or coolant systems) Drain cleaners 3*.NEW USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road Salt (Halite) Hydraulic fluid (including brake fluid) Refrigerants L,�/ Motor oils S Pesticides .5'loy 5' NEW - a4 USED (insecticides, herbicides, rodenticides) GYsoline, JefFuel Photochemicals (Fixers) Diesel.fuel, kerosene, #2 heating oil NEW USED Other petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways& garages Wood preservatives (creosote) Battery acid (electrolyte) Swimming pool chlorine Rustproofers Lye or caustic soda /29E_c.�&A Car wash detergents Jewelry cleaners 2-SCar wakes and polishes Leather dyes Asphalt& roofing tar Fertilizers Paints, varnishes, stains, dyes PCB's Lacquer thinners Other chlorinated hydrocarbons, NEW USED (inc. carbon tetrachloride)- Paint & varnish removers, deglossers Paint brush cleaners Any other products with "poison" labels Floor&furniture strippers (including chloroform, formaldehyde, Metal polishes hydrochloric acid, other acids) Laundry soil&stain removers Other products not listed which you feel (including bleach) may be toxic or hazardous (please list): Spot removers & cleaning fluids - Misc.: — Z (dry cleaners) 1 ; a40 her cleaning solvents Bug and tar removers (�J` •Pild 1-76 oyq Town of Barnstable 'THE r Regulatory Services Thomas F. Geiler,Director Public Health Division BARNSTASLE, Thomas McKean,Director 9 MASS. 16gq. �� 200 Main Street, Hyannis,MA 02601 ArfD Phone: 508-862-4644 Email: healthna town.barnstable.ma.us Fax: 508-790-6304 Office Hours: M-F 8:00—5:00 Ford of Hyannis Attention: Richard Covington May 21,2004 332 Falmouth Road Hyannis,MA 02601 RE: Hazardous Materials License Required Dear Mr. Covington: Thank you for your time and cooperation during the Toxic and Hazardous Materials On Site:,:,: Inventory at Ford of Hyannis. The inventory total from May 20,2004 shows that you have,.—,;-.: approximately 2,213.8 gallons of toxic and hazardous materials being used/stored/generated/disposed of at your place of business(Please refer to the Toxic and r ; Hazardous Materials On Site Inventory sheet). The Town of Barnstable Board of Health has determined that using, storing, generating and/or disposing of over I I I gallons of hazardous materials per month requires businesses in the Town of Barnstable to obtain an annual Hazardous Materials License. This license should be purchased by your business as soon as possible from: Town of Barnstable Town Offices Public Division of Health 200 Main Street,Hyannis Passing your Hazardous Materials Inspection and obtaining your license will keep your business compliant with the Control of Toxic and Hazardous Materials ordinance(Article 39). Following the recommendations given after your annual inventory can prevent contamination of Barnstable's existing and future drinking water supply,prevent environmental contamination which can bankrupt site owners,lead to future regulatory,and possibly,legal problems, lower or destroy land values, drive out residents and industry,depress local economies and endanger public health. You will receive your Hazardous Materials License certificate after you have passed your inspection and paid the license fee. Your continued cooperation is greatly appreciated. If you have any questions or need further information,please do not hesitate to contact the Public Health Division. Thank you, Thomas A. McKean,RS,CHO Director of Public Health � , No. 1 /J\v o" Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2pplication for Mig0ogar bpztem Construction Permit Application for a Permit to C t( )Repair( )Upgrade( )Abandon* ❑Complete System ❑Individual Components Location Address or Lot No.,_!z� Owner's Name,Address and Tel.No. I)N,R i2eclky Co_p Assessor's Map/Parcel i �� e o-dv� C b 3 VT 0 763 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. i(v�i11 c C3ry S. 7Gnc C-En5th' e,1r�"� q 3 0 Sp;r,S-FeAJ S�. a8 5 y b-n ,&eWj 1k1s4 L.I Fe,—A (41lls mr, CD1030 &4s 4 Ware be,M . AA A va Y29 ol�3 0311 Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building 5R . of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 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 issu this B of th. Signed Date O Application Approved by .17xDate Application Disapproved for the following reast, Permit No. Date Issued n �y^- No. bbZ1 - _ Vty AO Fee M-COMMONWEALTH OF MASSACHUSET S Entered in computer: V r ... Ye PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Rpplication-for migpogal *pgtem Congtruction Permit Application for a Permit to Cp u t( . )Repair( )Upgrade( Abandon El Complete System El Individual Components `i , Location Address or Lot No.—Ag—j �Z�• (o.4k Q A 2-r,:� g Owner's Name Address and Tel.No. r Assessor's Map/Parcel ..� / 1 �'dv� (,U3 (/ trvl�d�le ur VT_ 057S3 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 'KudC (; 11roS. 'XnG �G tin (hack n \ q30 S(J�;,34;e1d S+. aFSy SCrur.berYy N�$�t��y �aCA kII15 MA b1030 Ll 13-1 E6-6 Q C,> 6:eM Wavetic,rh MA UaS3S U •d73 -U3�� Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other -Type of Building CM A&4,V6. of Persons "` Showers( ) Cafeteria( ) ,Other Fixtures ` 9: Z Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title ' Size of Septic Tank Type of S.A.S. '+ '_ Description of Soil 4 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: j Agreement: n 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 Certift- ' cate of Compliance has been issu this B of ,e lth. Signed A Date 7 Application Approved by - / / Date - Application Disapproved for the following reasan*s/ f Permit No. Date Issued-' . THE COMMONWEALTH OF MASSACHUSETTS r , f BARNSTABLE, MASSACHUSETTS Certificate of Compliance ,, ,T, JIS IS TO CERTIFY, that the On-site Seewa,�e Disposal �jystem Constructed( ) Repaired ( )Upgraded( ) Abandone�f) )by f u31 c ��c�S Jc�rt h5t C; c at '` 2 2 fc+pWo',i'I1 Roaz_� CXnn ti 5;Z has,bow constructe4 in accordance with the provisjp.s Title nd the/for Disposal System Construction Permit No. dated w by Installer ��f �. C Designer .e The issuance oft :sped `q1 not be construed as a guarantee that the s tam function as es ned. Date �L '�7 `Y Inspectors V��C%1w'`••.� x -------- ---- No. % / �C/ * Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARN.STABLE, MASSACHUSETTS lgiqogal *pgtem Construction Permit Permission is hereby gra>ed to,C j truMOO Repair U =- A Ab'n System located at H OWLS- 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:Construction st b6 com leted within three ears of the date of th's err�i i ' 1 / Y P Date:_. (/� D Approved by P, C—i• (t k?a" Z® o !� I Date: 6-act -�cf ' �y ja,�ce�Q �v� / �'1 s/Ta/oy-/ TOXIC AND HAZARDOUS MATE IALS ON-SITE INVENTORY A/ s NAME OF BUSINESS: EZZA BUSINESS LOCATION: 33 7- MA �( , IL.INGADDRESS: rV `/ INVENTORY TOTAL AMOUNT: TELEPHONE NUMBER: .�09 - 7 7�=5�/Z- CONTACTPERSON:_ n'"a4'a co-VI ` y� , /27n 4r-7° ZQ EMERGENCY CONTACT TELEPHONE NUMBER: TYPEOFBUSINESS: FWE 0I57-9ICT OTHER INFORMATION: Se , t/e-4wc-tc .� crn ,`,Fe . M .5Ifr— o r z: o --f L `� A e;c_�Zi qC�b 1_0 "T,4/AID 7-ow l/ Waste Transportation: Name of Hauler:/_ t, Destination: Waste Product: Licensed, e No 41 uen. `oA S (Jf7,; ✓� S !�*'" s -Pi�d�r"Cd1/P.r'.S. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous istics and must be registered regardless of volume. . NOTE: LIST IN TOTAL LIQUID VOLUME OR POUNDS. Quantity Observed (gallons): Antifreeze(for gasoline or coolant systems) Drain cleaners (s -2 V— o y ✓3S�.NEW USED Cesspool cleaners 3 Automatic transmission fluid Disinfectants Engine and radiator flushes... Road Salt(Halite) Hydraulic fluid (including brake fluid) Ref rigerants ,�, � ✓ Motor oils S� Pesticides SZZ�:_L Slog 8F cNEW . a4 USED (insecticides, herbicides, rodenticides) GYsoline, Jet-Fuel Photochemicals (Fixers) Diese!fuel, kerosene, 42 heating oil NEW USED 3 l .Other petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink ---� Degreasers for driveways &garages Wood preservatives (creosote) Battery acid (electrolyte) Swimming pool chlorine Rustproofers Lye or caustic soda /2.�Car wash detergents Jewelry cleaners 2-S-. zf-aac Carwakes and polishes Leather dyes Asphalt& roofing tar Fertilizers Paints, varnishes, stains, dyes PCB's Lacquer thinners Other chlorinated hydrocarbons, NEW USED (inc. carbon tetrachloride)- Paint&varnish removers, deglossers An other roducts with " Paint brush cleaners Y P poison" labels (including chloroform, formaldehyde, Floor&furniture strippers hydrochloric acid, other acids) Metal polishes M L/ Other products not listed which you feel Laundry soil &stain removers P (including bleach) may be toxic or hazardous (please list): Spot removers & cleaning fluids Misc.: (dry cleaners) 1 7�ua ther cleaning solvents s al( Bug and tar removers W° 'M d 1-7 6 ovzt ®p� Town of Barnstable ioFr Regulatory Services '4 Thomas F. Geiler,Director Public Health Division *y BnxizAni.E, * ` , Thomas McKean Director 200 Main Street, Hyannis,MA 02601 w pr�a� ,l�e► Phone: 508-862-4644 Email: health(a,town.barnstable.ma.us Fax: 508-790-6304 Office Hours: M-F 8:00—5:00 Ford of Hyannis Attention: Richard Covington May 21,2004 332 Falmouth Road Hyannis,MA 02601 RE: Hazardous Materials License Required Dear Mr. Covington: Thank you for your time and cooperation during the Toxic and Hazardous Materials On Site: Inventory at Ford of Hyannis. The inventory total from May 20,2004 shows that you have approximately 2,213.8 gallons of toxic and hazardous materials being ;.; . used/stored/generated/disposed of at your place of business(Please refer to the Toxic and Hazardous Materials On Site Inventory sheet). The Town of Barnstable Board of Health has determined that using, storing, generating and%or disposing of over 111 gallons of hazardous materials per month requires businesses in the T'ownv of Barnstable to obtain an annual Hazardous Materials License. This license should be purchased by your business as soon as possible from: Town of Barnstable Town Offices Public Division of Health 200 Main Street,Hyannis Passing your Hazardous Materials Inspection and obtaining your license will keep your business compliant with the Control of Toxic and Hazardous Materials ordinance(Article 39). Following the recommendations given after your annual inventory can prevent contamination of Barnstable's existing and future drinking water supply,prevent environmental contamination which can bankrupt site owners, lead to future regulatory,and possibly,legal problems, lower or destroy land values,drive out residents and industry,depress local economies and endanger public health. You will receive your Hazardous Materials License certificate after you have passed your inspection and paid the license fee. Your continued cooperation is greatly appreciated. If you have any questions or need further information,please do not hesitate to contact the Public Health Division. Thank you, Thomas A. McKean,RS,CHO Director of Public Health r 4 m 1 awe 40 . Lf b 8 g �►-' �('u�cs_� � P f ' i i i � � I - ; I f i � � � I I �� I � ' f I I I � I � F �� � I I � i �`` I I ! I I � I � i i I �� �.� � I 1 I � � � � ,`" -*-�-- r, , � � ���I � - f fI � I � ,� � t ` / (i �- 1 ..- � f +r ii ' _ i 1 _ i f�t / P� f �. � ��.. S /' .,1.. � t I li ..� +_ t �ii�/ �J � 1 �"� � i I � i • ' •� 1 � I �`i,y,�r f � � t 1 , V I � ,. • f I i • i ' � � ��� ,, I ,� ', �� �i �---_ • �' I I �_` 1 } Town of Barnstable-Health Department Page 1 HAZARDOUS MATERIALS INVENTORY SITE VISITS t< DBA: Hyannis Ford Fax: _ ...... Corp Name: Mailing Address Location: 332 Falmouth Road,Hyannis Street: P.O.Box 578 mappar: City: Hyannis Contact: Richard Covington-manager <c , State: Ma �`D �2 Telephone: 775-5912 Zip: 02601 ?/ Emergency: '420-1955 Person Interviewed: Craig? Business Contact Letter Date: Category: VehicleMaintenance Inventory Site Visit Date S 2l7 Type: _..... Follow Up/Inspection Date: public water indoor floor drains outdoor surface drains ❑ license required ❑ private water ❑ indoor holding tank mdc outdoor holding tank mdc ❑ currently licensed ❑ town sewage ❑ indoor catch basin/drywell ❑ outdoor catch basin/drywell expir ---. - ---- ❑d on-site sewage ❑ indoor on-site syste Se outdoor onsite system date: ............ .... .._ ............. ..._._ DLI-JOAN LORRAY,R.N.(617)969-7177. PATRICIA CIRCONE(617)727- compliance: 4581. EYE WASH STATION INSTALLED. WASTE OIL HEATER. sfactory RECOMMENDED SECONDARY CONTAINMENT FOR ABOVE GROUND !J 9 NGW MOTOR OIL TANK. 2 PERSONS CERTIFIED IN ASCG-RECOVERY EQUIPMENT. PAINT ROOM-LIP&METAL DOOR&EXP. LIGHTING. SPRAY BOOTH(NEW)&SCBA. ACME FOR RAGS. CLEAN HARBORS FOR PAINT WASTES. Remarks:717/97 Nine lifts,Rags in can,MSDS sheets on site. Note: 7/7/97 See 97 inspection report for current list of C chemicals on site..REMARKS 1999: l' ,ply � � CA • <<� \ 1-7 /,,,� Page 2 Town of Barnstable-Health Department HAZARDOUS MATERIALS INVENTORY Chemicals: ❑ Zero Toxic Waste Materials gty's>25 Ibs dry or 50 gals liquid but less than 111 gals ❑ gty's 111 gals or more r� description. _ qty� „unofineasure. , . motor oil ( 1230Gallons _.___.___....._.._.__.__......_..__............._-_....._.._..._.._._....._._.....__...__...___.__.___.._........_... _____....._._ ___....___.........._..._.._.._.____.___.__-__ Cl�Z hydraulic fluids(including break fluid)___ 275Gallons _ antifreeze(for gasoline or coolant systems) 100Gallons automatic transmission fluid 150 Gallons __.............___.........__.._....__._._....._...._..._............_...._.........................____.________.__._.____..____._........._....__.._.._..._........_........__......._........._._ �L� hydraulic fluids(including break fluid) 6Gallons misc.petroleum products_:grease,lubricants 5Pounds � degreasers for engines and metalW20;Gallons rustproofers 2;Gallons Li�?. G`✓y _ __.__..._._._.._._.___..___.__.__.-_-...__._..__..._._....____.._..__._......._....._._.__._.._._.._.._. ___.........__...____._ ._._...__._--------_.....____......_._...._........_...__. car wash detergents 15Gallons acquer thinners 125Gallons _..._._.. ._..__.............___...._.. C metal polishes 2.Gallons CS / other cleaning solvents 5,Gallons ............._..........._...._�_ _._._..__ _..._.... bug and tar removers 10;Gallons refrigerants 60 pounds (�'�+'✓� , Waste Transporter:: District: p �� Fire Last HW Shi me t Date .� �" ' _=/ Waste Hauler Licensed: No _ a cr S v Hazardous Materials On-Site Inventory/Inspection For ALL Shops and Businesses: /4 DBA: s i=, ( s -� Location: 3,?� 2— r' Rd. Date: S--Zcz) o `/ Physical Features to Inspect: 1. Hazardous waste generation sites (production/manufacturing areas): 2. Waste storage areas: 3. Satellite accumulation points throughout: 4. HazMat stored outdoors — CHECK OUTSIDE: 5. Shipping and receiving areas: AO//A 6. Run down of shop activities: / 7. Housekeeping practices: i/ HazMat On-Site Inventory/Inspection: Records to Review for SQGs and CESQGs DBA: s Location: 2- ��• Site visit date: 5 Z a • Hazardous Waste Manifests: • Employee training documentation (if required): • Hazardous substance spill control and contingency plan: • MSDS on site? • HazMat Inventory records (if applicable): �,�, • HazMat Waste Shipping documentation: • Spill records (if applicable): o ► ' l� - 6 22 nj OFFICIAL " E Postage $ a C3 Certified Fee _vl/Vl Postmark Return Receipt Fee /r ? n Here (Endorsement Required) ( �� ? C3 Restricted Delivery Fee � O (Endorsement Required) 0 a Total Postav ___ _d ru DMR Realty Corp Trustee � C3 To Sent i saeei,apt:NpJM Realty Trust. ........ or PO BoxNo;TO Box 603 City,State,ZI 'Igiddlebury, VT 05753-06031 • a r w Certified Mail Provides: n A mailing receipt 13 A unique identifier`or your mailpiece o A signature upon delivery o A record of deliver/kept by the Postal Service for two years Important Reminders: C Certified Mail may ONLY be combined with First-Class Mail or Priority Mail n Certified Mail is net available for any class of international mail. c NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. e For an additional'ee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece `Return Receipt Requested".To receive a fee waiver for a duplicate returr receipt,a USPS postmark on your Certified Mail receipt is required. o For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". o If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT.Save this receipt and present it when making an inquiry. PS Form 3800,April 2002(Reverse) 102595-02-M-1133 • Complete items 1,2,and 3.Also complete A. Sig ure ',(�� I 4 if Restricted Delivery is desired. �jrG�" ❑Agent o Print your name and address on the reverse X (/ Addr ssee so that we can return the card to you. Received by(Printed Name) C. of eliv ry o Attach this card to the back of the mailpiece, ,rf1 or on the front if space permits. C41 D. Is delivery address different from item 1? ❑ ' 1. Article Addressed to: If YES,enter delivery address below: ❑No DMR Realty Corp Trustee ) DJM Realty Trust PO Box 603 3. Servi ype Middlebury, VT 05753-0603 rtified Mail �❑ ress Mail ❑Registered Ill Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (i"ransfer from service label) 7002 .10.0 D., 0,0 PS Form 3811,August 20o1 Domestic Return Receipt, 102595-02-M-1540 UNITED STATES POSTAL SERVICE First-Class Mai, Postage&Fees Paid E USPS ' Permit No.G10 ° Sender: Please print your name,address, and ZIP+4 in this box ° � I Town of Barnstable Health Division 200 Main Street I Hyannis, MA 02601 I ,tt..ii ti 11 i 11' �I I lei I` i 1 I 7 f- Town of Barnstable Regulatory Services Thomas F. Geiler,Director * BARNSTABLE, • f 39n. Public Health Division Thomas McKean,Director 200 Main St, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 May 23 2003 n DMR Realty Corp Trustee DJM Realty Trust PO Box 603 Middlebury, VT 05753-0603 IMPORTANT NOTICE RE: Map & Parcel 293-010 Dear Addressee: You are directed to connect your building located at �322-Falmouth Road, Hyannis, Massachusetts, to public sewer on or before August 29, 2003'"�_ —_ f The Department of Public Works, Engineering Division, has notified us.that your property abutts recently installed vacuum sewer lines. The Fines were extended because of the density, and the size of the lots in the area, and the potential for serious health problems. Failure to comply with this order will result in a complaint against you, in a court of law, due to your failure to comply with a Board of Health Order. If you should have any questions, please telephone me at 862-4644. PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean, R.S. CHO Health Agent for: TOWN OF BARNSTABLE BOARD OF HEALTH Wayne Miller, M.D., Chairperson Susan G. Rask, RS. Sumner Kaufman, M.S.P.H. Return receipt requested Cc: Barbara Childs, Water Pollution Control Mark Giordano, Engineering Q:Sewerorder.doc TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1. Marine,Gas Stations,Repair satisfactory 2. Printers BOARD OF HEALT 3.Auto Body Shops O unsatisfactory- 4.Manufacturers COMPANY �5 (see"Orders") 5. Retail Stores 6. Fuel Suppliers ADDRESS e,)A Class: 1 7.Miscellaneous QUANTITIES AND STORAGE (IN= indoors;OUT=outdoors) MAJOR MATERIALS Moan mi , IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel (A) Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) new motor oil (C) transmission/hydraulic Synthetic Organics: degreasers Miscellaneous: N.? a Y DISPOSALIRECI AMATION REMARKS: 1. Sanitary Sewage 2.Water Supply O Town Sewer OPublic '"n-site QPr7NO 3. Indoor Floor Drains YES ("olding tank:MDC O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES NO V' ORDERS: O Holding tank:MDC O Catch basin/Dry well O On-site system 5.Waste Transporter Nam of H t ice 2. Person(s) Interviewed Inspector Date TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1. Marine,Gas Stations, Repair satisfactory 2. Printers BOARD OF HEALTH 3.Auto Body Shops O unsatisfactory- 4.Manufacturers COMPANY �� Q41fli� (see"Orders") 5.Retail Stores 6. Fuel Suppliers ADDRESS 7.Miscellaneous �r�'IS1P'l� QUANTITIES AND STORAGE (IN= indoors;OUT=outdoors) MAJOR MATERIALS I Case lots Drums Above Tanks Undj;7Mnd Tanks IN OUT IN OUTI IN OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel (A) Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) ( ..1 new motor oil(C) transmissionArydraoft' Synthetic Organics: degreasers Miscellaneous. D (25 c�S x S DISPOSALIRECLAMATION REMARKS: 1. S itary Sewage 2 Wiater Supply CIS own Sewer Public O On-site OPrivate 3. Indoor Floor Drains YES - Co Holding tank:MDC O Catch basin/Dry well �`11641f,TWY-- O On-site system (�ca� 4. Outdoor Surface drains:YES NO QRRDERS: O Holding tank:MDC O Catch basin/Dry well 1Z\ O On-site system _ 5.Waste Transporter t � Name of Hauler Desti nation Waste Product •d YE NO 2. 16AN Per (s) Interviewed Y Inspector Date TOWN OF BARNSTABLE C, MPLIANCE: CLASS: 1.Marine,Gas Stations,Retai BOARD OF HEALTH satisfactory 3.A o B�dy shops Qunsatisfactory- 4.Manufacturers COMPANY ' � /� x/ � (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS r Class: 1 W"71 7.Miscellaneous QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR A&ERIALS Ism am IN OUT IN OUT IN OUT #&gallons Age Test Fuels. 1 f . Heavy Oils: waste motor oil (C)4-r, C new motor oil (C) 4 transmission/hydraulic . Synthetic Organics: degreasers � 4 Miscellaneous: 4- ` i DISPOSALIRECLAMATION REMARKS: 1. Sanitary Sewage 2. a er Supply , O Town Sewer Public iron-site OPrivate _ d 3. Indoor Floor Drains YES NO - 0 Holding tank:MDC �,�� O Catch basin/Dry well 0 On-site system 4. Outdoor Surface drains:YES ENO : ? f'�► � -ry 0 Holding tank:MDC i L % Catch basin/Dry well 0 On-site system - , 5.Waste Transporter _ 1. l1 IYESNO 2. •" �4 Person(s) Interviewed Inspector Date Z 203 498 636.� US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for lntemabonal Mail See reverse Sent `� �0 Street&Number _ 33z Post Of lee,State,&ZIP Code 1 O O Postage V $ 3 3 Certified Fee Special Delivery Fee Restricted Delivery Fee Return Receipt Stowing to Whom&Date Delivered Q Return Receipt Showing to Whom, Q Date,&Addressee's Address 0 TOTAL Postage&Fees $ CO) Postmark or Date ri � �r ���o Stick postage stamps to article to cover First-Class postage,certified mail fee,and optional services See front). � charges for any selected op ( ) I. 1. If you want this receipt postmarked,stick the,gummed stub to the right of the return r address leaving the receipt attached, and present the article at a post office service C window or hand it to your rural carrier(no extra charge). I 2. If you do not want this receipt postmarked,stick the gummed stub to the right of the I return address of the article,date,detach,and retain the receipt,and mail the article. 1 LO � 3. If you want a return receipt,write the certified mail number and your name and address � on a return receipt card Form 3811,and attach it to the front of the article by means of the gummed ends if space permits. Otherwise,affix to back of article. Endorse front of article a RETURN RECEIPT REQUESTED adjacent to the number. Q 4. If you want delivery restricted to the addressee, or to an authorized agent of the addressee,endorse RESTRICTED DELIVERY on the front of the article. M 5. Enter fees for the services requested in the appropriate spaces on the front of thy E receipt. If return receiF is requested,check the applicable blocks in item 1 of Form 3811. ti 6. Save this receipt and present it if you make an inquiry. t o2595-97-e-ot 45 d SENDER: ■Complete items t and/or 2 for additional services. I also wish to receive the ■Complete items 3,4a,and 4b. following services(for an ■Print your name and address on the reverse of this form so that we can return this extra fee): card to you. ■Attach this form to the front of the mailpiece,or on the back if space does not 1. ❑ Addressee's Address permit. ■Write-Return Receipt Requested'on the mailpisoe below the article number. 2. ❑ Restricted Delivery W ■The Return Receipt will show to whom the article was delivered end the date .. delivered. Consult postmaster for fee. °• 0 3.Article Addressed to: 4a.Article Number E 4b.Service Type «' 0 ��� ate, �1�/�� ❑ Registered ® Certified W II N B,� ❑ Express Mail Insured 0 33 a ❑ Return Receipt for Merchandise OD A-A-7� 6 / 7.Date of D ive z '"UX M 5.Received By:(Print Name) 8.Addressee's Address(Onl f requested c W and fee is paid) t 6.Sign ture:YA40issee or Agent) X w - PS Foml 301; December.1994 , 102595-97-13-0179 Domestic Return Receipt First-Class Mail I UNITED STATES POSTAL SERVICE Postage&Fees Paid: USPS Permit No.G-10 O Print your name, address, and ZIP Code in this box O POR3 C-n' �� I Town of Bamstft RO, BOX 534 Hyan*Massachusetts 02601 O�POFTIIETp�♦� The Town of Barnstable s ST s Department of Health of n E • BABa9T P , Safety d Environmental n ronmental Services NAB& 039. e�9 Public Health Division. ,ems , .. 367 Main Street,Hyannis,MA 02601 Office 508-790-6265 Thomas A.McKean FAX 508-775-3344 Director of Public Health April 3, 2000 Richard Covington, Manager Ford of Hyannis 332 Falmouth Road Hyannis, MA 02601 NOTICE TO ABATE VIOLATIONS OF 105 CMR 590.000, STATE SANITARY CODE FOR FOOD ESTABLISHMENTS, ARTICLE X On Saturday, April 1, 2000 and also on Saturday, March 25, 2000, foods were prepared and served to public citizens outdoors at the Ford of Hyannis property located 332 Falmouth Road, without a valid food establishment permit, as required under 105 CMR 590.052. You are ordered to cease and desist the preparation and serving of foods outdoors to the public immediately, upon your receipt of this notice. You may request a hearing if written petition requesting same is received by the Board of Health within seven (7) days. Any person who violates any provision of 105 CMR 590.000 shall, upon . conviction, be fined not more than $100. for the first offense and not more than $500. for a subsequent offense. Each day's failure to comply with an order shall constitute a separate offense. P DES OFT E BOARD OF HEALTH omas clVl K Health Agent Town of Barnstable TM/bcs covngton d SENDER: I also wish to receive the o ■Complete items 1 and/or 2 for additional services. w+ ■Complete items 3,4a,and 4b. following services(for an d ■Print your name and address on the reverse of this form so that we can return this extra fee card to;ou. ai ■�racch this form to the front of the mailpieoe,or on the back if space does not 1. ❑ Addressee's Address SWrite'Retum Receipt Re uested'on the mail lace below the article number. d ■The Return Receipt will show to whom the article was delivered and the date 2. ❑ Restricted Delivery a delivered. Consult postmaster for fee. W i43.Article Addressed to: 4a.Article Number d y �ea P33 5-7� 69'� E 4b.Service Type lW4a71 ❑ Registered Certified IE u e- N 332 ❑ Express Mail ❑ Insured a c W ¢ ❑ Return Receipt for Merchandise ❑ COD G a v�iv/',f� 7.Date of Delivery Z p 5.Received By: ri Name) 8.Addressee's Address(Only if requested c W and fee is paid) r tx H g '6.Signature: essee or Aab ) o X 0 PS FomMl1, December 1994 102595-97-13-0179 Domestic Return Receipt UNITED STATES POSTAL SERVICE First-Class MailPostage&Fees Paid USPS Permit No.G-10 o Print your name, address, and ZIP Code in this box o v f Board of Health .. Town of Bamstabl® P.O. Box 534 Hyannis,Massachusetts 02601 I Town of Barnstable �vsTnsi.�. Department of Health, Safety, and Environmental Services 16 9. ,m Public Health Division �EDN10�A P.O. Box 534, Hyannis MA 02601 Office: 508-862-4644 Thomas A.McKean,RS,CHO FAX: 508-790-6304 Director of Public Health December 17, 1999 Mr. Mark Dean Mid-Cape Motors 332 Falmouth Rd. Hyannis, MA 02601 or ORDER TO COMPLY WITH THE BOARD OF HEALTH FLOOR DRAIN REGULATION,PART H,SECTION 1.00 You are hereby notified on September 28, 1999, the Town of Barnstable Board of Health adopted the attached Floor Drain Regulation. Y All owners/operators of facilities with floor drains connected into a leaching structure have three options: 1. Connect the floor drain to a holding tank. The tank will need DEP approval. The DEP approves two types of holding tanks for this waste: new installations and conversions of existing structures (e.g. oil/water separators). These tanks are for non-hazardous, industrial wastewater. If solvents, antifreeze, oil and other fluids are washed down the drain, the waste is likely to be hazardous. 2. Connect-the floor drain to a municipal sewer system, if available. An oil/water separator is required to be installed under this option. This requires a permit from DEP and the Town of Barnstable Department of Public Works along with the sewer connection application. The amount of discharge shall not exceed ten parts per million(10 PPM). 3. Seal the floor drain. Contact your local plumbing inspector for the appropriate filing form. If choosing this option, all previous discharges to the drain must be eliminated at their source. For example, cars should no longer be washed and floors should no longer be hosed down. Therefore, you are directed to comply with the Board of Health Floor Drain Regulations by informing this department in writing of what your intentions are to comply with the regulation within ten (10) days of receipt of this notice and by completing the work within ninety (90) days. You may request a hearing if written petition requesting same is received within ten(10)days f 1 ul your receipt of this order letter. Failure to comply with an order of the Board of Health may result in a fee of not less than$200, nor more than$1,000.00. Each day of failure to comply with an order shall constitute a separate violation. PER ORDER OF THE BOARD OF HEALTH �ThomaLsA.McKean Director of Public Health Enc. Board of Health Floor Drain Regulation cc: Ed Jenkins,Town of Barnstable Plumbing Inspector Ir K 339 -578 727'- US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for International Mail See reverse Sent t c& U/^ St t ber Post Sta ZIP Code 3r—. Postage $ Certified Fee Special Delivery Fee Restricted Delivery Fee. U Return Receipt Showing to Whom&Date Delivered n Return Receipt Showing to Whom, Q Date,&Addressee's Address 0 TOTAL Postage&Fees $ ty Postmark or Date U) a Stick postage stamps to article to cover First-Class postage,certified mail fee,and charges for any selected optional services(See front). 1. If you want this receipt postmarked,stick the gummed stub to the right of the return address leaving the receipt attached, and present the article at a post office service window or hand it to your rural cErrier(no extra charge). m N 2. If you do not want this receipt postmarked,stick the gummed stub to the right of the m return address of the article,date,detach,and retain the receipt,and mail the article. 3. If you want a return receipt,write the certified mail number and your name and address on a return receipt card,Form 3811,and attach it to the front of the article by means of the gummed ends if space permits. Otherwise,affix to back of article. Endorse front of article a RETURN RECEIPT REQUESTED adjacent to the number. Q 4. If you want delivery restricted to the addressee, or to an authorized agent of the addressee,endorse RESTRICTED DELIVERY on the front of the article. M 5. Enter fees for the services requested in the appropriate spaces on the front of this receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. Ui 6. Save this receipt and presen-it if you make an inquiry. a SSENDER: I also wish to receive the . � ■Complete items 1 and/or 2 for additional services. H ■Wnplete items 3,4a,and 4b. following services(for an ■Print your name and address on the reverse of this form so that we can return this extra fee): C card to you. ■A3famch this form to the front of the mailpiece,or on the back if space does not 1. ❑ Addressee's Addres1 y ■1Pif/rite'Return Receipt Requested'on the mailpiece below the article number. 2. ❑ Restricted Delivery ■The Return Receipt will show to whom the article was delivered and the date ., delivered. Consult postmaster for fee. °• 0 3.Article Addressed to: 4a.Article Number h �33 5--7�' 72`�. o 4b.Service Type V _d-P PZ�1rS ❑ Registered Certified N ❑ Express Mail ❑ Insured o► at ,/v �p ❑ Return Receipt for Merchandise ❑ COD °c J 3 2 �� � I"� �Ll 7.Date of Delivery w 5.efteived By:(Pri t Name) 8.Addressee's Address(Only if requested c W and fee is paid) r 6.5 ddressee or Agent) i X 4 ° ; i ; Eiiit (Sf it eE4.i it ?t PS 1; December 1994 10 2595-97-B-0179 Domestic Return Receipt UNITED STATES POSTAL SERVICE . Ft 10` F-first-Glass.,Maal Postage&Fees Paid II ,Uses __ I Permit No..G-10 _ C Print your i> mej ddre, s, and ZIP Code-in this box o^�- I pi b8M Town of Bsnts P.O.Bw 5m Hit PAC 99 J��ittltll�llltI�tt163ti1�t!!ll�tlittt�lt�tll�t��tt�!lltt�l�[ �1 Town of Barnstable STAB Department of Health, Safety, and Environmental Services BAMLK 9� '� ,0� Public Health Division �EDN10�A P.O. Box 534, Hyannis MA 02601 Office: 508-8624644 Thomas A.McKean,RS,CHO FAX: 508-790-6304 Director of Public Health November 19, 1999 Mr. Richard Covington,Manager Hyannis Ford P.O.Box 578 " 332 Falmouth Rd., Hyannis,MA 02601 ORDER TO COMPLY WITH THE BOARD OF HEALTH FLOOR DRAIN REGULATION,PART H,SECTION 1.00 You are hereby notified on September 28, 1999, the Town of Barnstable Board of Health adopted the attached Floor Drain Regulation. All owners/operators of facilities with floor drains connected into a leaching structure are required to comply with this regulation you have three options: il 1. Connect the floor drain to a holding tank. The tank will need DEP approval. The DEP approves two types of holding tanks for this waste: new installations and conversions of existing structures (e.g. oil/water separators). These tanks are for non-hazardous, industrial wastewater. If solvents, antifreeze, oil and other fluids are washed down the drain,the waste is likely to be hazardous. 2. Connect the floor drain to a municipal sewer system, if available. An oil/water separator is required to be installed under this option. This requires a permit from DEP and the Town of Barnstable Department of Public Works along with the sewer connection application. The amount of discharge shall not exceed ten parts per million(10 PPM). 3. Seal the floor drain. Contact your local plumbing inspector for the appropriate filing form. If choosing this option, all previous discharges to the drain must be eliminated at their source. For example, cars should no longer be washed and floors should no longer be hosed down. Therefore, you are directed to comply with this Board of Health Floor Drain Regulation by informing this Division in writing of what your intentions are to comply with this regulation within ten (10) days of receipt of this notice and by completing the work within ninety (90) days. You may request a.hearing if written petition requesting same is received within ten(10)days of your receipt of this order letter. Failure to comply with an order of the Board of Health may result in a fine of not less than$200, nor more than$1,000.00. Each day's failure to comply with an order shall constitute a separate violation. PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean Director of Public Health Enc. Board of Health Floor Drain Regulation cc: Ed Jenkins,Town of Barnstable Plumbing Inspector P .339 578. 694 US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for International Mail See reverse Sent to &emu r t (� ,Pos St & codde®(•rG7�1�"J Po '-ff $ Z 92� Certified Fee Special Delivery Fee Restricted Delivery Fee LO Return Receipt Showing to Whom&Date Delivered of Return Receipt Showing to Whom, Q Date,&Addressee's Address 0 TOTAL Postage&Fees $ Z' c7 Postmark or Date 0 li Stick postage stamps to article to cover First-Class postage,certified mail fee,and charges for any selected optional services(See front). 1.If you want this receipt postmarked,stick the gummed stub to the right of the return address leaving the receipt attached, and present the article at a post office service window or hand it to your rural carrier(no extra charge). m 2. If you do not want this receipt postmarked,stick the gummed stub to the right of the Q) return address of the article,date,detach,and retain the receipt,and mail the article. jr in 3. If you want a return receipt,write the certified mail number and your name and address rn on a return receipt card,Form 3811,and attach it to the front of the article by means of the gummed ends if space permits. Otherwise,affix to back of article. Endorse front of article RETURN RECEIPT REQUESTED adjacent to the number. 4. If you want delivery restricted to the addressee, or to an authorized agent of the O O addressee,endorse RESTRICTED DELIVERY on the front of the article. 5. Enter fees for the services requested in the appropriate spaces on the front of this receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. 6. Save this receipt and present it H you make an inquiry. a F Town of Barnstable Department of Health, Safety, and Environmental Services ,0� Public Health Division A��D1A0�A P.O. Box 534, Hyannis MA 02601 Office: 508-8624644 Thomas A.McKean,RS,CHO FAX: 508-790-6304 Director of Public Health December 17, 1999 Mr. Mark Dean Mid-Cape Motors 332 Falmouth Rd. Hyannis, MA 02601 it ORDER TO COMPLY WITH THE BOARD OF HEALTH FLOOR DRAIN' REGULATION,PART H, SECTION 1.00 You are hereby notified on September 28, 1999,the Town of Barnstable Board of Health adopted the attached Floor Drain Regulation. All owners/operators of facilities with floor drains connected into a leaching structure have three options: 1. Connect the floor drain to a holding tank. The tank will need DEP approval. The DEP approves two types of holding tanks for this waste: new installations and conversions of existing structures (e.g. oil/water separators). These tanks are for non-hazardous, industrial wastewater. If solvents, antifreeze, oil and other fluids are washed down the drain,the waste is likely to be hazardous. 2. Connect the floor drain to a municipal sewer system, if available. An oil/water separator is required to be installed under this option. This requires a permit from DEP and the Town of,Barnstable Department of Public Works along with the sewer connection application. The amount of discharge shall not exceed ten parts per million(10 PPM). 3. Seal the floor drain. Contact your local plumbing inspector for the appropriate filing form. If choosing this option, all previous discharges to the drain must be eliminated at their source. For example, cars should no longer be washed and floors should no longer be hosed down. Therefore, you are directed to comply with the Board of Health Floor Drain Regulations by informing this department in writing of what your intentions are to comply with the regulation within ten (10) days of receipt of this notice and by completing the work within ninety (90) days. You may request a hearing if written petition requesting same is received within ten(10)days your receipt of this order letter. Failure to comply with an order of the Board of Health may result in a fee of not less than $200, nor more than $1,000.00. Each day of failure to comply with an order shall constitute a separate violation. PER ORDER OF THE BOARD OF HEALTH �ThdmaLsA. McKean Director of Public Health Enc. Board of Health Floor Drain Regulation cc: Ed Jenkins, Town of Barnstable Plumbing Inspector Sr r TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair Satisfactory 2.Printers BOARD OF HEALTH 3.Auto Body Shops �1 O unsatisfactory- 4.Manufacturers COMPANY o�/� st�c� (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS 21,�� �,° �� Class: j 7.Miscellaneous QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATE S n IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Diesel, Ks�ase�#2 (B) Heavy Oils: Y waste motor oil(C) � new motor oil(C) transmissio` ydraulic 27aler V Synthetic Organics: degreasers e.. Mis laneous: " DISPOSAL/RECLAMATION REMARKS: n 1. Sanitary Sewage 2.Water Supply 0 Town Sewer OPublic Q On-site OPrivate 3. Indoor Floor Drains ZS t' NO 0 Holding tank:MDC 0 Catch basin/Dry well r�l,�c `,�1 0 On-site system 4. Outdoor Surface drains:YES ZNO ORD RS. O Holding tank:MDC O Catch basin/Dry well j� > c i -✓. 0 On-site system 5.Waste Transporter r 1. '` ,may /• h/4 ,/ A,./✓y ,�/�� Y1ES� NO 2. Person(s) Interviewed Inspector V Date n •�r� ,� TOWN OF BARNSTABLE ���yyyCOMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair ~ BOARD OF HEALTH satisfactory 2.Printers 3.Auto Body Shops unsatisfactory- 4.Manufacturers COMPANY I (see"Orders") 5.Retail Stores p 6.Fuel Suppliers ADDRESS L ��C:! �(;jSSS: c�' 7•Miscellaneous lJQUANTI/rIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIALS / IN OUT IN JOUT IN OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel(A) Diesel, Kerosene, #2(B) Heavy Oils: waste motor oil (C) new motor oil(C) (p transmission/hydraulic Synthetic Organics: f� degre`asers i � 17 .Miscel anegr,Ls: 2 6 Ghe. L) hi.: DISPOSALIRECLAMATION REMARKS: 1. Sanitary Sewage 2.W ter Supply / O Town Sewer public 1 9(On-site OPrivate 3. Indoor Floor Drains YES X NO O Holding tank:MDC O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES NO O D S: Holding tank: MDC O Catch basin/Dry well O On-site system 5.Waste Transporter ' 4,xj4e bC/ w � L�! INO 2. 9a, V ""_,,-e4 Pe o (s) Interviewed Inspector Date TOW141 OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair satisfactory 2.Printers BOARD OF HEALTH 3.Auto Body Shops " t O unsatisfactory- 4.Manufacturers COMPANY ' iO (see"Pr Ors") 5.Retail Stores 6.Fuel Suppliers ADDRESS a Class' 7.Miscellaneous QUANTITIES AND STORAGE (IN= indoors; OUT=outdoors) MAJOR MATE LS Drums IN I OUT IN OUTI IN I OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel (A) Diesel, Kerosene, #2 (B) H .a.VY. ' waste motor oil new motor oil (Gw (:::�s�sn/h Y draulic Synthetic Organics: degreasers Miscellaneous: l� LS M) (� r .. .. .... . .. DISPOSA11RECLAMATION REMARKS: jdo wow I0, Udl 640d 1. Sanitary Sewage 2. ater Supplyo I V i� 1 O Town Sewer Public `" Aw. Ni -. *On-site Q r'vate 3. Iadoor Floor Drains YES NO i� Holding tank: MDC�, W LLIM II iJ �r Catch basin/Dry well i �' rri 0 On-site system ) 4. gutdoor Surface drains:YES_kNO �: o ,Holding tank:MDC � ) f .� Catch basin/Dry well rQ___� On-site system NEWi/ 5.Waste TransporterNazne, of Hauler Destination Waste Product YES NO ` 2. Perso ' s) terviewed Inspect Date /RYA/ AIA �,z� �� TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM - NAME OF BUSINESS: -rx- Mail To: BUSINESS LOCATION: Board of Health MAILING ADDRESS: �. A ), 69e Town of Barnstable P.O. Box 534 TELEPHONE NUMBER: .SUS 7�� 5A9/�.- Hyannis, MA02601 CONTACT PERSON: EMERGENCY CONTACT TELEPHONE NUMBER: /93"5'' _. Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, in quantities totalling, at any time, more than 50 gallons liquid volume or 25 pounds dry weight? YES NO This form must be returned to the Board-of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store: Quantity/Case Quantity/Case ?S/ b 61Wntifreeze (for gasoline or coolant systems) Drain cleaners OLIVLAutomatic transmission fluid Toilet cleaners Engine and radiator flushes Cesspool cleaners 4)� Hydraulic fluid (including brake fluid) Disinfectants -j�otor oils/waste oils Road Salt (Halite) Gasoline, Jet fuel _ p_[bSRefrigerants Diesel fuel, kerosene, #2 heating oil Pesticides (insecticides, herbicides, Other petroleum products: grease, lubricants rodenticides) degreasers for engines and metal Photochernicals (fixers and developers) Degreasers for driveways & garages Printing ink Battery acid (electrolyte) Wood preservatives (creosote) Rustproofers Swimming pool chlorine 5 Car wash detergents Lye or caustic soda I Car waxes and polishes' Jewelry cleaners Asphalt & roofing tar Leather dyes p 9 Y Paints, varnishes,stains, dyes Fertilizers (if stored outdoors) Paint & lacquer thinners PCB's 4 Paint,&.varnish,removers,vdeglossers.,- - _ - �Other-chlorinated hydrocarbons, Paint brush cleaners (inc. carbon tetrachloride) Floor & furniture strippers Any other products with "Poison" labels �t� l Metal polishes (including chloroform, formaldehyde, Laundry soil & stain removers hydrochloric acid, other acids) (including bleach) , Other products not listed which you feel may Spot removers & cleaning fluids be toxic or hazardous (please list): (dry cleaners) r� Other cleaning solvents Sri-I Bug and tar removers Household cleansers, oven cleaners {":. White Copy- Health Department/ Canary Copy-Business TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair Q satisfactory 2.Printers BOARD�r`O HEALTH 3.Auto Body Shops COMPANYly � {�9D unsatisfactory- 4.Manufacturers l (see Orders ) 5.Retail Stores 6.Fuel Suppliers ADDRESS� ok .A01,4J IBss' 7.Miscellaneous N06 QUANTITIES AND STORAGE (IN= indoors; OUT=outdoors) MAJOR MATER S ,- IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel (A) Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) new motor oil(C) transmission/hydraulic Synthetic Organics: degreasers i. Miscellaneous: 01 r__) L�11N, X DISPOSAI✓RECI.AMATION REMARKS: 1. Sanitary Sewage 2.Water Supply :-j�u Leh� �A Arr fwoln � #VLP- 0 Town Sewer X"Public r c On-site ()Private C` � PL WA� 3. Indoor Floor Drains YES NO_-K— _ 'AA / O Holding tank:MDC ( �1 N � O Catch basin/Dry well O On-site system 4. 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'4... „R*.t , F T`K "r`" a { zw ; }�e Y a -Hi ;#`,.: }IJ� �' ^'' fit s' 9. 'r14 "'� :a fi.,,,T .x:V`? "r� ... i ir.t "• ."i.. ,�` �.r�(1)w You;`trust connect`to.the To `ewer=.lineWnr s"IV, en�ythe=Board-deteririines its, ;-# r .K, L r4>c`Rr .r `�*-avaitabilitq°. 8.5 4' .. P '4 S .t car -. 44'h r-"ja s _t i , r..r•.,?. i.y', -,v . «t' d i.s;. -�. r .zi n i r�+ -" J .}•'r-,. •V" 7�x`14"d' s .4 d ;t�' �t" '3:, .,'r' }, a f, '4 lc` a * "'a r is f,r •.'i 'a'�'3a x •x 4v- ,+e fi .�, A; w :. ," ,r s ,r ..., s+ri..- � `r. 'P .6 ti �'K..Y $' a .,k-ate a v^�-, a ; •p' Y' .�{J +dam K' �r "N ° +9* ^.� >n 3 _.,..,'R' ° :x.V. -.i d ,. K'.'err t..��:- 't,3 x' S• �,_, i. - �,r:.,>a"�.a.v;'..i�.`- a'!.,t.� " 4. 'rf ;. ; r kYr*,.r" -q�". .,. ., (2) ;.The cyst i s rvicing tithe front$:pa t_ the3;;building xmust�"b�;upgraded to � ,, r3 �'4.,'a =� ., �_#conform'to+°Titlea'S,"o �. nvi ent 1 Cod&An-the'event th'e Board 's � � r �.f .,r R x:J.e ,. • .detetnlines' roblern A st ',� ` ' ' ` , :.°F� rz. ,.. :�, ; ..,� ,,.,'..,:',,, ,'. •;t3� �.rc.,,411j,» yy t P 'r z Yni,s " x kr d '.fi c,�x R i .x aK S 4*ay., r r 8. 4a ,i Y> :. y, to a t'. 4 r w, I:.s A _ e "S r y e ,.>Ye , r �q yi . +t a-}•3 R rt. a. y w`"�'T'i `� _ 3 ,t, 4 trC- : : xt. ..,, .t ..4 >K r+ .� rj w ,n- . '.. ,* Y Ft,V... ?t•3"r_ ^.r� - }i � �,yrE1�, _ ;`,d rt .:.M`t} ;ix,Ja v 'y r '". „ r z >F, Fr Y' ! e V+ ie?,,,+ Y`.z^`.:. ,� 4. ,. .. r r -r V% .., #s'., ^a a .t; r x x r. ",Rr ➢.:. .�,. r•'" This=}Kvariandenis•grant_ because,you.st d only��ive additional personnel would `' ..ter " nva, be added 3 ' " KA. r 4 ., t ,- �,' ♦ �.f Y*'W. " �,0 . 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S<�. a., A•a )r.``# - r y�.,•4 1 y ' , � ?�,z ; 'te r•�.,y. iS�'3 ''; A#}F rf r �l'�, Y rt�L�.,,,_ t {X ><M s' ?"ei "wt ae.� x S,{F`!"' •z4"'. r. ` _` -„7''ro^' } Sar d, er k , �. ... a k. L y`'4•if {^�v. rVV:?Ss y y f�>{` m� ,'.j R f-_� r :r rr.5' ! : '3n.£i`+-':t r Y ....:: f 3-,I, �. 4, "°I " f^.. -_'A,,,,.._ x tp* x t,. pt ,*'I. s -. - a r '• 3 i r ..r.,". ir- t .. r fit; a. �''r r ,3 s, t f''�t u ra. z c �• "`i"•. V - rtC a _. �.�- t r `t= "i�1.. ,.A, �/x;c, A �:,� � { #+ £' �e� �. �'S.,S_;,.' � � tr ;,x 4,,,=E�:07 g d .�.. g ,.1s 4 „� ,' �a a.. ,t4� .c`` `.+.,r2.+r a... #a,b ,`* aY' ,�. .!- w...•rcdr + §b`" r "�,+ �iti.� `�'1- ' .. S. o tg (`t s o r, s. . _ 217404041amr DDh s a . . . .. ...- -. EDGAR S. BUNKER. P.E. Consulting &9ineer HIGH HEAD,BOX 237,N.TRURO,MA.02652 (617)487-1880 March 12, 1985 Mr. John M. Kelly, Director of Public Health Barnstable Board of Health 367 Main Street Hyannis, MA, 02601" Reference: Renovations to Mid-Cape Motors, Hyannis, Mass. Existing septic tank system (Re: Sewage Permit no. 83-1064) Dear Mr. Kelly: To add to our .telephone conversation of today (3-12-85) , please find the follow- ing outline as further clarification of our design. As discussed, reconnection of the existing toilet/wash room to. the existing waste system was based on the following parameters: 1. The existing and added maintenance bays will provide work space for an over- all of twelve (12) service bay personnel who will utilize the renovated _ toilet/washroom area. At the front of the existing building, the public and administrative personnel, etc. , will utilize existing toilet facilities that is not connected to the maintenance bay washroom waste system. 2. To provide for the twelve service personnel, and in accordance with the appropriate industrial catagory of the State Plumbing Code (1 water closet, 1 urinal), and DEQE Title 5 Code (15 gal./day/person),the renovated toilet/ washroom does not require an increase in fixture number or system capacity. Accordingly, the existing 1000 gallon septic tank and connected ameration chambers installed in 1983 was considered adequate for reconnection. 3. In keeping with the 10 foot minimum code requirement, the .existing septic tank will be a distance of 11± feet from the edge of the new slab-on-grade �I maintenance bay extension. Generally, the. architectural treatment of the toilet/washroom is considered renovation of a facility which presently exists and not an increased demand beyond capacity of the existing system. The major portion of the added main- tenance bay construction is for drive thru and work space for large automotive equipment. Please feel free to call me if lou�_may -n`eeda furthe Tinformation. Very truly yours, IEDAR� BUNKER, P.E. cc: Bill Fish, Mid-Cape Motors Peter Brown, Brown & Lindquist Architects NZ Fps.../D...x!!....... THE COMMONWEALTH OF MASSACHUSETTS BOARD O HEALTH ..............OF......................................... ................................... Ap iratiun for Dhiptial Worko Tunitrnrtiun Permit Application is hereby made for a Permit to Construct ( ) or Repair (Y( ) an Individual Sewage Disposal System at: ----•.....--r•...................................................•-•-•••-•••••--••---........-----• -•-••-•-•••---•----••---•••........_.......--------------••-----••-...........---••--•--•-----••-- Loco. Y?_.�tr7..�' �at'"�Address ...jJ � C't N' S�wner Addresst. 1-�•9�'-ail CA} d Z rS...-.. a Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures d W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. R: Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ W Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. x Seepage Pit No...................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ aTest Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ............................................................................................................................................................. 0 Description of Soil......................................................................................................-•------------------------------------..........•-•--------•-••_.. x w ------•--------------------------------•--------•-•-•--•...._..---------•-•...----•-•••.....------••---•.--•....................................- --- U Nature of Repairs or Alterations—Answer when applicable..-Ar ^ I Odd �N� --- n-c ;;��d.ec...�- .�c.r ...cvr!? :_<...........5�-� e-------....a �-----------•---•-- Agreement: The undersigned agrees to install the aforede ribed Individual age Disposal System in accordance with the provisions of iITLL 5 of the State Sanitary de— The undersi e further agrees not to place the system in operation until a Certificate of Compliance has be issued b the bo d li alth. Sig -----•----••-•-- ............. -•------•-•-•-••---------•-•••--•---•-------------•- ..... �� Date ApplicationApproved By............................ ......•......................................................... ........................................ Date Application Disapproved for the following reasons:...........................................................................................I.................... --••-•--•-•..............................•--••--•-.......................------------..................--•--•••--••-•-••-•-•----•----------•--•-•-••--------•--------••----•----•------•••---•-••••-•--- Date PermitNo......................................................... Issued................................ --------- ------- Date * ;-. p� THExCOMMONWEALTH OF MASSACHUSETTS ' BOARD Of HEALTH ... t, .............OF.......... ......I..................................................................... ". Apliiiratioat fur Diiltotial Workii Tonotrurtioat thrutit Application is hereby made for a Permit to Construct ( ) or Repair an Individual Sewage Disposal System at: .....................................•--........._...........• •-•._...........------.....•-•.... --•.........-----...•-•--...-------------•---..._.._......... ........... Locati Address or Lot No. caner Address aQ� " ± ---� �... ...1+� --- . ' ,c !�c ,._,fit;+! ........................... Installer� Installer Address UType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) dOther fixtures ....-------•----------------------------------.................................................................................................... W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter.............._. Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No.--._--_-...---._-- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ f1 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 .-••-•-....•------------•---•......•-•••......••...••-••••••........-•••........---•--......-•--••--......................................................... 0 Description of Soil........................................................................................................................................................................ W --------------------------------------------------------------------------------------••---•••-- ••----.. U Nature of Repairs or Alterations—Answer when applicable.j �✓ � -_�'~___!.'!1? _ " ......................---•••................. ............................................................. Agreement: The undersigned agrees to install the aforede ribed Individual S age Disposal System in accordance with the provisions of'ITLL 5 of the State Sanitary de—The undersi e urther agrees not to.place the system in operation until a Certificate of Compliance has bee issued b the bo d o Health. Sign .. ..... .........•-•-- ................................................... t Date ApplicationApproved By............................ --------------------•----------------------•---........._ Date Application Disapproved for the following reasons:-•----------------•-----------------------------.........--------•--------------•......._:..._......----------- ---•.................•--......---.--••_._........•••----•--------.......----------.....---------..........._........---------------...---------------------------------------------------•--------•-•---•. Date PermitNo................•--•••...................... -•-------. Issued........................................................ �', Date THE COMMONWEALTH OF MASSACHUSETTS l BOARD OF HEALTH OF {5T!g L:.................................. �sR - C Tntif iratr of f1 ib'Vi attrr tem constructed or Repaired TMJ.W TO CERTIFY, That the Individual Sewage Disposal Sys ( ) ( ) by..... .!. _.. ........ r.......... r-----•-- ........ .... . Installer ............................................................................................ at............. ` �` ---------------------------------------------------------•--••----•-----------------------•-------...-------•--------...•...------•-- has been instal ed in�cordance with the provisions of T j of Th LS ate Sanitary Code as described in the application for Disposal Works Construction Permit No.-� ..... �---I••_. dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector..................................................................................... t THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ,. ..ram A ...............OF..............A`"'t"�!,�^. E " N . .,:�.•. ......... FEE..................... Elio osai.Vorkii Tonotrttrtiott rrntit Permission is hereby granted........ �t........ �!... �.. C ................................................................... to Construct ( ) or..Repair O an Individual Sewage Disposal System at No.......� Gt!7 .?l� if.... ff3✓� ,1 /S--`----------------- -- - ................................... Str '•-^^ as shown on the plicat' n for Disposal Works Construction ermit No.......... .�..r:_. Date :......................................... d� Board of Health DATE.......r•-•------f---• ----------------------- .-- FORM 1255 A. M. SULKIN, INC., BOSTON lilacTo- 3ek L.0 CAT ION SE- 7,AGE P Rtr71T nO. 3 3;z i cJ VILLAGE INSTA LLER'S NA JE b ADDRESS oZ- 'i0-1)1LDER OR Ot7nER DATE PERtJIT ISSUED GATE ' C 0 M P L I A N C E ISSUED a; _ i A F. I * :LOCATION SEWAGE PERMIT NO. �,it.p 28 80- • VILLAGE Hyannis, MA 026 01 A & B CESSPOOL SERVICE 128- BISHOPS-TERRACE, HYANNIS, MA 02601 BUILDER OR, OWNER Mid-CaI)e Ford, Route 28 & Corporati cn Road Hyannis, MA 02601 DATE PERMIT ISSUED 7/02/80 DATE COMPLIANCE ISSUED 7/02/80 ��no� �42 �ZStX3 �NGL)._�j •1 I�' ao N01 P2 wCGI • q No......80- Q • Fx$....... ...L1II..$...5. THE COMMONWEALTH.OF MASSACHUSETTS BOAR® OF HEALTH Town OF...Barnstable ..................................................................... Appliration for Disposal Works Ton'strnrtiun ramit Application is hereby made for a Permit to Construct ( ) or Repair (x ) an Individual Sewage Disposal System at:', ...... --•--------------------------•---------•-------------.................-••-•-•----................ Location-Address or Lot No. Mid-Cp.�.MoQ7C ..lxt� arse's..�iaat--and..Fa]mouth.Rd..ratrti.s..II2601 Owner Address a ........B-.Cesspool.. a on.,..•......................................... .128..Ushwa..Tarmcar..Hyannis.,..-MA....JQ2fi01.--- Installer Address Type of Building Size Lot............................Sq. feet ,., Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) `4 Other—Type e of Building No. of persons............................ Showers ts� YP g ---------------------------- P ( ) — Cafeteria ( ) a Other fixtures ...................................................... W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid'capacity............gallons Length................ Width................ Diameter________--_--_- Depth................ x Disposal Trench—No...................... Width.................... Total Length.....................Total leaching area....................sq. ft. 3 Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ aTest Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 04 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a -•---•••---•--••------------•-•--•--••••--•-••••-•-••••.....-•-•....................•--•••••--...........-•-•-........................-•---•---•-......------ 0 Description of Soil.................................S •----•--•----•--------••......-•-•-•-•---•-- x V --------------------•-•-•. W x --••----------------------------••---------••---•••-•---------------••--•--••----•-••-••---•----....---•-------•-----------------•--••••-----•••--•--•-•-•---••••--•--••--••............••------••-•-•-- U Nature of Repairs or Alterations r—Answer when applicable-____ nstaNation-.of-.a••1.000-.gdl.-.pre-cast. •---------------------------------•----•--------•------•---------------------•-•-------------- -• . Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of T I T U 5 of the State Sanitary Code—The undersigned further agrees not to ace the system in operation until a Certificate of Compliance has been issued by-the board th Signe = ..............•-...........-- : :..._.6126180 . ..---•-•-.-- D e Application Approved By-••-••-- 6.2� 80 Date Application Disapproved for the following reasons:.... ---------------------------------------------------------•-----------------------------•..... ...................................--------------....---------...---.....--------..:......-------•---......................------.....................................................>................. Date Permit No................80-- .. Issued................ �26/80 Date No..:._ 3Ek-30 '' Fas.......I ... .M THE COMMONWEALTH OF MASSACHUSETTS . BOARD OF HEALTH ........................ _.....,.oF..... :::........b............................................................... Applirtatiun• for Dis�j`jos al Works-Tonstrnrtiun ermit Application is hereby`made for a Permit to Construct ( ) or Repair (X ) an Individual Sewage Disposal System at: Location-Address - t or Lot No. ++ i .:_L87iaL�t@..... •. ............................. _ �. .. �S+Sd b�egg Owner Address- w Abe- •- aea--------------- ------------------------ - • .... ... Installer Atress. Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms....................._......................Expansion Attic ( ) Garbage-Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Other fixtures - ......................---••- . W Design Flow.................................:..........gallons per person per day. Total daily flow_._._.._.___.____......______...._._________gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth............ x Disposal Trench—No............... Width.................... Total.Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.................................................... Date aTest Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water..................... Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water....................... W •--••-•----•---•••....--•--•------••-•----.................................................................................................--................ ODescription of Soil...........:••---:................ ------ ----••------........................................................................................................ ` x U w . UNature of Repairs or Alteration Answer when applicable Z •�.. .. Agreement The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE _ .5 of the State Sanitary Code— The undersigned further agrees not to lace the system in operation until a Certificate of Compliance has been issued by,the board lth. �. r f Sin _. � ZApplication Approved By......... -----.:_ ....... •-.------------------ � ?i• ......_._ Date Application Disapproved for the following reasons---------------•----------------------------------------•------------------••-••----------- ------.....-•----. r \ y ____T_______._.....___-_..!•.a________._.._..__.____..___________._...._..___.____._.___._._____.__............................................................ Permit No...-.......... .. ,x Issued 6/22- 80...................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOM ..........................................OF.....:.. ....:.:...: ...$:�............... Tntifiratr of Tompliaurr THI IS TO CERTIFY That th Individual Sewage Disposal System construe ed ( ) or Repaired (X ) by A� & Ce7 € cge: b 3, ds� .................NA 2Q . . ps Inst Kid has been installed in accordance with the provisions of Tlj� 5 of The State Sanitary pdg/ ®escribed in the application for Disposal Works Construction Permit No.___di-33___-:_-._-yeQ� ........... dated__...1i_ _/W.:............................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTI N SATISFACTORY. DATE........ = ...........:............... ........... Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH • o OF..-- ... ta............................................................80;-� 5.00 o. .. . FEE........ .........N Disposal Works QuOnstrurtion Permit A & B Clesaybol Secs s 128 X Terneoo ems# 02601 Permission` is hereby granted.......................................-- -----..................................................... to Con ruct Re ai _,�S`l an ,1dual° S K a e is stem at No. Ida t04 , �G1�� B:p� +-w - jl� Mptt93`so Inc _ Street L/26/8o as shown on the application for Disposal Works Construction Pe"r it l o__ .__:__ __._z. _ Dated.......................................... Board of Health/ DATE...........CCC - ................................... FORM 1255 HOBBS & WARREN, INC., PUBLISHERS TOWN OF BARNSTABLE ``i.i)CATION T�l//Ltd�/�//�I SEWAGE 1 :.'ILLAGE /V V"6/\//v/S ASSESSOR'S MAP & LOT a93 ^OJ INSTALLER'S NAME & PHONE'No CO 4-130'1 '03�)U SEPTIC TANK CAPACITY C��® Y — r- LEACHING FACILITY:(type) u U NO. OF BEDROOMS PRIVATE WELL ORPUBLIC WATER ,A Bl)1LDER OR OWNER /;:f4, / Z) (fAf(n- DATE'PERMIT ISSUED: ` �I " DXTE COMPLIANCE ISSUED_ VARIANCE GRANTED: Yes No I t ��e.._._..r.. ,._..�....__.._.� �. I� + � (� 1 1 �� �� J LOCATION ,, - SEWAGE PERMIT NO. aoum lam. 133 VALLAGE i-�YP,P4 kit S INSTA LLER'S NAME i ADDRESS Igo eGzT' $. d U l2 Co i KLC. S U I L D E R OR OWNER I�t to CAM Fb". ATE PERMIT ISSUED �� �is1g3 D A T E COMPLIANCE ISSUED c � o � ' a o TO 0 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...........................................ohs.. "... 9....................................................... Appliratiun for Uispusttl Murky Tonstrurtiun 11rrutit Application is hereby made for a Permit to Construct ( ) or Repair (C/jan Individual Sewage Disposal i System at: .„....._ `r n b L�a... . vs ........................ ` . b N •^—...Lot No........................_.......-^- (� :.-ner Address a ---........1�._:_.Q --- . ............................................ ........� Z)� - ....- - Installer Address Type of Building Size Lot............................Sq. feet �. Dwelling—No. of Bedrooms............... ..........................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building p" yp g ............. ............. No. of persons---------------------------- Showers ( ) — Cafeteria ( ) a' Other fixtures ............... .......................a ................. ---------......------------- W Design Flow........................................ ..gallons per erson per day: Total daily flow........_................_..........._......gallons. WSeptic Tank—Liquid capacity...... ..•.gall n Length..............:. Width................ Diameter................ Depth................ x Disposal Trench—No................. .. Width._................ Total Length.................... Total leaching area....................sq. ft. 3 Seepage Pit No..................... Dia eter_................_. Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Do ing to ( ) �" Percolation Test Results Pe ormed b .................. ....................................................... Date........................................ a Test Pit No. 1................minu per ch Depth of Test Pit.................... Depth to ground water........................ 0.4 f=, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ x ........................... 0 Description of Soil........................................................................................................................................................................ V ------•--••----._------ W -------------------------------------------•----•--------•-•------------••••----••-••-------------•. < ---------------------- - U Nature of Re airs or Alte ations—Answer wf ten agplicab e __.1"!0 -_._ .t� _.._. ° 4i C T °...........2-_-�-.�S '�----�-----�`�G�IU`�.��....................... ��``.I � ----•------------- r�(Ja Sri Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITi U 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the boar of health. Signed - ---------...•-------------•-...........--•----- �� � p,��--� e�ate Application Approved By �J' J._....... `at e Date Application Disapproved for the following reasons:............................................................................................................ _. ..............................•-•----...........-------------••--•--•--••---.......-----•--•--------...-----------..........--•--•••---•••-----•---------•-•-------•------------•-•-----------•---.----- Date Permit No.............IR-2..::....�..��. .... Issued-......................................................_ Date ` THE COMMONWEALTH OF MASSACHUSETTS - f , BOARD�OF HEALTH ' E....0 F...... .............................................._......................... -` ► Appluation for Disposal Works Toustrurtion Frruhit Application is hereby made for a (Permit to Construct ( ) or Repair f(Zl an Individual Sewage Disposal s,►sh>m at• � ............. 3�:.-..�/�1 Mou'1.I ... . . .................... ----• -- --, It n b .......IA�Lo�cation-tdd ess� 14 L/ b N�✓� 1C or-Lot No. -i• , . .»_........^•------e- Owner• .... ..._.... /.! .! Address '- .....---_......_. ... 2 :...o.. -2_•-•-�:. -------------------�`=- ................ •--.....� �z w e .......................................................... Installer Address Type of Building Size Lot............................Sq. feet .-t Dwelling—No. of Bedrooms..:....._. _' ..__._......Expansion Attic ( ) Garbage Grinder .. a YP `4 Other—T e of Building .............._---------.:. No. of persons.........._................. Showers ( ) — Cafeteria ( ) d Other fixtures .............. Design Flow..........................•._........._._ gallons person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid`capacity..._..`_gaAns\ Length............:. Width................ Diameter................ Depth................ x Disposal Trench—No.................. / Width..-.\........... Total Length.................... Total leaching area....................sq. ft. 3 Seepage Pit No:................... Diameter........._.....�Depth below`inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dossing tanTc ( ) Percolation Test Results Performed by.............\......_...........__............... a \ -- --• --------------- Date..............................-......... Test Pit No. 1................minu$•se�per�iAch Depth of Test'Pit.................... Depth to ground water........................ w Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 04 ---------------------------- -------------- ------•---------------•---•-- DDescription of Soil.............•-•--•--....------...-------•--...------•-----....--•------...-----------------............---• .............. V -------------•--------------------- --------------- --.---------- ------------------------- ------- ------------------------------------------------- --------------------- .......... W _._...---••------------------- --•-•-------......••---------------•---•-•--•-------•----•--• U } Nature of Repairs or Alations-Answer w en apl'cab e.�__._.J`'t.P. !'�:__...`...................... ..................................... G- ----7v--vim Ss�!_ .......7. e.S`e''� �f` �. N.C.. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIT1L 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. SignedCA".. ----------------------- ................ •. ate Application Approved By.._..----.. _- �� „a�..9 y �`''� � .!, ... --------------------- D......•. �._�._�... Date � Application Disapproved for the following reasons:............................................................................................................. .................`...................................................................................................................................................................................... Date Permit No............. -- Issued-...................................................... Date THE COMMONWEALTH OF.MASSACHUSETTS BOARD OF HEALTH ..............OF.. ............' ab, l e............................. ....... Trrtif iratr of Toutplinnrr THIS IS TO CERTIFY hat the-Individual S•w. a Disposal System constructed ( ) or Repaired by........................... .................... .... -LJ L del •-- ---------.•...............---•-•---------.......---.......•.......--••--.........---............. .�— ;i0 t Instauer r ( fit D 't'�� L''�.�' .A NA✓l-s at..... -••---••• . ...........-------------------------•----------- has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code,as described in the application for Disposal Works Construction Permit No....... ear__._....., -:... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.....................(;.....'.. . ci .:-k .............................................. Inspector........... ....... ................ THE COMMONWEALTH OF MASSACHUSETTS BOARD'OF HEALTH HE No.......... FsE. .........::. Disposal arks l�nsWiun Prrntit Permission is hereby granted.... t/ .......( �� w .................. ..w. ....... ...... to Construct ( ) or Repair ( valn Individual Sewage Disposal System at No......2._- - P..-----•• 1 V�4 V)VIII� ....... j..........:.Street yy�� as shown on the application for Disposal �l'orks Construction Permit Nc....�'. .�.,Dated........................................... ........................................... ................................................ Board of Health TE................ �........ .................................... No THE T OFFICE OF THE BOARD OF HEALTH OF THE B9H1�5T�BLEV TOWN OF BARNSTABLE, MASS. „ S. opA i63 q. `�� „• I?MAR or- SEWAGE DISPOSAL PERMIT Permission is granted t «_-- --_=-___-- to construct Upon the Premises of 2 -- Sket& I - - In the village of -�675 or more feet from anyrce water supply 20 feet from building 10 feet from property Fine 'r c Health Officer:". f: ROUNDED GENERAL NOTES WITHIN PAVED AREAS CONCRETE 4" SCH. 80 PVC AIR INLET CONCRETE TOP H-20 CAST IRON CLEAN OUT COVER �/\�y�;i�! � `��/�� 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS BIT. CONC. PAVEMENT �6" (MIN.) 3000 PSI CONCRETE 6"0 STEEL PIPE COL. a (SEE TOWN SEWER SHALL BE IN ACCORDANCE WITH THE TOWN OF BARNSTABLE SEWER CONNECTION FILLED SOLID SPECIFICATIONS) SPECIFICATIONS, TITLE V OF THE STATE ENVIRONMENTAL CODE, AND ANY OTHER SAW CUT EDGES TO OBTAIN FINISHED GRADE W/CONCRETE '~ `�= - SCREW-ON CAP APPLICABLE LOCAL RULES. `• ` PROPOSED 8-IN SEWER 2. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS INCLUDING THE SEWER PERMIT AND ( CLEAN FULL THICK BUTT a`; COMPACTED BACKFILL (95 % PAINTED JOINT ON EXISTING BASE AND "M L o 22° ELBOW 6" SDR-35 PVC -... COMPACTION) REMOVE ALL ROCK, SLOPE ' ¢ EXISTING 4-IN STUB PRETREATMENT SURVEY AS REQUIRED BY THE TOWN. REMOVE OLD PAVEMENT TO 3� -6� U STONES, AND DEBRIS LARGER THAN = Q (CONTRACTOR TO VERIFY PROVIDE STRAIGHT EDGE S.S. BIRD FINISHED ) 6" IN SIZE AND REPLACE WITH 2' _p" t =a 3"TYP. a ° BLDG 3. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BARNSTABLE ENGINEERING APPROVED EXCAVATED MATERIAL OR SCREEN GRADE w 6"x6"x6"WYE DEPARTMENT AND THE DESIGN ENGINEER. o O OUTLET f - FLEXIBLE PVC GRAVEL BORROW z_ 12" COMPACTED D + 2, / /// �/// i ,//���� / '> �� Q _ _ COUPLING 4. THE BARNSTABLE ENGINEERING DEPARTMENT AND THE DESIGN ENGINEER ARE TO BE I /� c7 6" SDR-35 PVC NOTIFIED PRIOR TO START OF CONSTRUCTION. SYSTEM COMPONENTS ARE NOT TO BE BACK I GRAVEL BASE �\/ � '� T�T�� /�j\�j� w COURSE as_t. �'i�ll��/ /\/� !/ y/' ~ - `= �- FILLED WITHOUT FIRST OBTAINING APPROVAL FROM THE TOWN ENGINEERING DEPARTMENT AND THE DESIGN ENGINEER. FINAL CONNECTION TO VACUUM SEWER TO BE COORDINATED 22° ELBOW 1'-Q"MIN. = :: 1' -4" `- - EXISTING VACUUM WITH BARNSTABLE ENGINEERING DEPARTMENT AND DESIGN ENGINEER A MINIMUM OF TWO COMPACTED _ g SEWER MANHOLE WEEKS IN ADVANCE. REFER TO THE SEWER CONNECTION SPECIFICATIONS FOR FILTER FABRIC, IF REQUIRED GRAVEL BORROW 8 8 6 WYE x x RESTRICTIONS ON CONNECTION TIMES. „ „ 3 - 8 SDR 35 PVC - 18"Q) TUBE - 6 - �_'-= .•: REPLACE BELOW GRADE 5. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH 1/2 O.D. COMPACTED 3/4" FORM FTG. f C� _ EXCAVATION OF UNSUITABLE `Y DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 1-888-DIG-SAFE AND �` `' ` CRUSHED STONE, ANY OTHER APPLICABLE AGENCIES. MATERIAL WITH CAREFULLY 6" MIN, TYPE A COMPACTED SELECTED - 6" MATERIAL IN 12" LIFTS MAX. 6" OF 3/4" STONE BEDDING - 8x4 ECCENTRIC REDUCER 6. CONTRACTOR SHALL VERIFY THE EXISTING VACUUM SEWER STUB INVERT ELEVATION PRIOR UNDISTURBED FIRM MATERIAL UNDI TURBED ROCK _� TO COMMENCING WORK. TRENCH DETAIL - EARTH AND ROCK SEWER AIR INLET AND STEEL BOLLARD BUILDING CONNECTION WITH CLEANOUT CONNECTION WITH EXISTING STUB 7. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN SITE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. __- -..._ _..... --- _. _ ,.__ _ _ _._ _.__ __. , D DATUM OF 100 0 OBTAINED FROM TOP FRONT BOLT ON ALTERNATE TOP SLAB. PRECAST TRENCH DRAIN AS MANUFACTURED BY �{� '� HYDRANT AS SHOWN ON PLAN. REINFORCED TO MEET " *� WIGGINS PRECAST CORP., POCASSET, MA. � � � ��'��� �°' ��� � % � �� • >,� EXISTING SEPTIC DISPOSAL AREA H-20 LOADING SET FRAME IN 3/8" BED OF a 9. ALL COMPONENTS SHALL BE CAPABLE OF WITHSTANDING H-20 VEHICULAR LOADING UNLESS TO BE ABANDONED IN ACCORDANCE " ' ' °` v OTHERWISE NOTED. MORTAR (MIN.) O 8"x 36" GRATES WITH TITLE V i �0 1d MANHOLE FRAME & COVER TO BE GRAY 8 SECTIONS (24'TOTAL) it:T ) ) `� 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE "0 ,.. t CAST IRON AND MARKED 'SEWER' RIM EL. = 95.19' EXISTING STRUCTURE TO O B.M. M ruj r ) I WATERTIGHT. ADJUST TO REQUIRED GRADE W/2 BE PUMPED AND ABANDONED r .. BRICK COURSES S DIRECTED B(MAX.)AND 3/8" Y THE LOCAL Top of Tagged Bolt ` /°o 1" DIA. DROP FRONT TYPE `4 I 11. ALL SOLID PIPE SHALL BE SLOPED AT 1.0 MINIMUM UNLESS OTHERWISE NOTED. MORTAR JOINTS OR EQUIVALENT BOARD OF HEALTH AND on Hydrant 285 i STEEL- REINFORCED REPLACE "'f h ";, DIMENSION WITH REINFORCED MASSACHUSETTS D.E.P. i' Elev. = 100.00' a, � 'N p -1 ," 12. 3/4" CRUSHED STONE, TYPE A BEDDING SHALL MEET THE GRADATION REQUIREMENTS AS POLYPROPYLENE M.H. STEPS CONCRETE AND 1F r' µty ~. DESCRIBED IN THE TOWN OF BARNSTABLE SEWER CONNECTION SPECIFICATIONS. WITH 3-IN EMBEDMENT CONCRETE COLLARS AND 3/8" BED FINISH TO O Assumed OF MORTAR _ MATCH EXISTING I 6"MIN ' '1 r 13. CONTRACTOR TO COORDINATE DELIVERY AND INSTALLATION OF THE OIL-WATER SEPARATOR I BITUMASTIC COATING FOR ' � � " ��� �; 21-011+/ -�_ r3 ,+ •- �� LAND ROAD, TOYSTOW A 15563-0338 i U SANITARY MANHOLE -- " ��� " � WITH HIGHLAND TANK MFG. CO., ONE HIGH D, S N, P I z SLOPE 114" SLOPE 1/4' ��' � " . PHONE: (814) 893-5701 FAX (814) 893-6126 p w �'i� ."_ w. ,. ` z PRECAST REINFORCED PER FOOT PER FOOT w U NOTE: CONTRACTOR TO VERIFY ��-.�. s 14. PROPOSED PROJECT IS LOCATED WITHIN:w CONCRETE M.H. CONE SECTION \ d �d " �,tom. cn \ ; LOCATION OF ROOF DRAINAGE � !L z 1'-0"TYP. ALL JOINTS TO BE SEALED <.a I EXISTING MONITORING WELL ? SYSTEM �a•` ., µ ASSESSORS MAP# 293 PARCEL# 010 00 7" - U WITH BITUMASITC SEALANT -\ a 8 WATER ELEVATION - 81.19' * _" (1/21/2003) MIN. 0.12 IN. STEEL PER _ fit' ' 4 OWNER OF RECORD: DMR REALTY CORP. TRUSTEE VERTICAL FOOT, PLACED II' 1 c .: � 3� w �, .� w :` � �. * . ADDRESS: P.O. BOX 603 4'-0" DIAMETER I- I-III _ • .. ��, ACCORDING TO AASHTO - - HI _ ' _ _ MIDDLEBURY, VT 05753-0603 HEIGHT OF 1" WASH DESIGNATION M199 IIIII II- tir G 1' CLEAR JI�III�. II €" .Hr a �� �" RISER SECTIONS _ _- _ .` ' <' < : : � .� � � •• . : 1::�:j �" r w E. ; s �,,,. __� � .. � _ ; � _ _�� �� r. /.r ''�.._".� :,_.., _.. 2" CLEAR III- III .'_��; I- � - I rI ' _. I, 15. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING VARY FROM 1' I1�11= :' _;.:>�: l ,r> i EXISTING SEPTIC TANK TO BE iIII ,-.. _:; . ::._ ..._; ; . :� : III Iy�� _,._- �f I i, .�, � REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE TO 4' I...... ., ._ :.. . , ., ABANDONED. PUNCTURE BOTTOM LOCUSP LA N OUTSIDE OF PIPE }-_ AND FILL WITH CLEAN SAND. AUTHORITY. +2" CLEARANCE SAW-CUT TRENCH SLOPE CHANNEL : X, �� . (OUT LET INVERT EL. = 91.73'} __ __ , CEMENT CONCRETE CLASS "A" THROUGH EXISTING BOTTOM AT 0.5% M.-" SCALE: 1" = 1000' 116 cr=D O CONCRETE SLAB . _ ALL DETERGENTS, SOLVENTS, AND/OR CLEANERS U.,,_ IN AREAS THAT MAY DISCHARGE T TOP OF SHELF SHALL 1-#3 BAR AROUND OPENINGS o° BE 1"ABOVE CROWN 5' MIN FOR PIPES 18" DIAMETER AND CLEANOUT ' DESIGN DATA _ THE OIL-WATER SEPARATOR MUST BE BIODEGRADABLE AS SPECIFIED BY HIGHLAND TANK. OF HIGHEST PIPE OVER, 1"COVER 6-IN C.I. OUTLET DOWN SPOUT PIPE OPENINGS TO BE PRECAST -� ; PROPOSED SEWER MANHOLE CAST-IN-PLACE RUBBER BOOTS IN RISER SECTION BACKFILL WITH SEWER AIR INLET tt O t RIM = 97.10' WATER USAGE DATA AND STAINLESS STEEL BAND - DENSE-GRADED CRUSHED BOLLARD INVERT IN = 91.50' 6-IN LAYER OF 3/4-IN TYPE A STONE AND COMPACT TO 95 % (PROVIDED BY "I HE BARNSTABLE WATER COMPANY) CLAMPS ON ALL PIPE CLEANOUT �� y'; � INVERT OUT= 91.40' GONNE�TIONS 8" BASE PRECAST CRUSHED-STONE BEDDING MAXIMUM DENSITY EXISTING TRENCH DRAIN ,0 BOLLARD ' t� METER NO. 67 READING 12/27/2001: 3096 HUNDRED CIF GRATE EL. = 95.27' FDOWN SPOUTS 11 t, METER N0. 67 READING 12/23/2002: 3661 HUNDREDCF PRECAST CONCRETE MANHOLE (H-20) TRENCH DRAIN (H-20) INVERT OUT= 92.52' NOT TO SCALE NOT TO SCALE it= t . USAGE: 56,500 CF FLOOR DRAIN IN STORE 0 I', I ' ` PERIOD: 361 DAYS ROOM TO BE ABANDONED, EXISTING LEACHING PIT AVERAGE USAGE: 157 CF/DAY FILLED WITH CONCRETE LP I 1,174 GPD LEGEND 4-INCH OIL PUMPOUT CONNECTION "`OIU WATER SEPARATOR MODEL 550 HTC ACT-100-U BY DRAIN PIPE :. 2 INCH INTERFACE LEVEL SENSOR CONDUIT NYLON HOLD-DOWN 8-INCH SDR-35 PVC, SLOPE 0.4 % MIN. ASSUMING 8 HRS. OF OPERATION PER DAY: ------------- EXISTING CONTOUR STRAP HIGHLAND TANK AND MFG. CO., ONE HIGHLAND ROAD, BOX 338, 6-IN C.I. --'^" I�j 147 GPH NYLON HOLD-DOWN STRAP STOYSTOWN, PA 15563 WWW.HIGHLANDTANK.COM SLOPE = 0.5% 2.45 GPM 50 PROPOSED SPOT GRADES 1.0' 1.0' 1 I I I I u I I UNIT SHALL SHALL PROVIDE TREATMENT SUCH THAT THE FREE ALARM " OIL-WATER SEPARATOR 0.01 CFS OIL AND GREASE CONCENTRATION IN THE EFFLUENT SHALL _' ( CONTROLI ' MODEL HTC-550 ACT-100-U 50 PROPOSED CONTOUR NOT EXCEED 10 PPM (MG/L). PROPOSED TRENCH DRAIN �" ' �'; �PANEL � GRATE EL. = 95.19' '.; 3= ` ' BY HIGHLAND TANK DESIGN FLOW --- L"/T;C ---- EXISTING ELECTRICAL UTILITIES � IIIIIIIII� N � IIII IIIII / 00° GATE VALVES SHALL BE SUPPLIED WITH VITON GASKETS. -P i � - - EXISTING WATER UTILITIES CONNECT DRAIN PIPE WITH TITLE V MAXIMUM DESIGN FLOW: 2,348 GPD O THE ALARM LEVEL SHALL BE SET AT THE 25 IN, OIL CAPACITY OUTLET VENT LEVEL TO BE DETERMINED BY THE MANUFACTURER. w: ,,,� ,-` WYE-TYPE FITTING'1 �. � , GAS EXISTING GAS UTILITIES EXISTING DRAINS : PEAK DISCHARGE: INLETVENT - --� TO BE REMOVED ( ` SLEEVE PROPOSED SEWER LINE ° Q EXISTING DRAINAGE STRUCTURE MANWAY VENTS /3 O.W.S. VENTS DRAINAGE: 2 HOSES AT 10 GPM x 200 /o = 40 GPM 4 ;r WITHIN 10-FT OF WATER SERVICE ALARM CONTROL PANEL EXTEND VENTS AS REQUIRED DOMESTIC: ALL FIXTURES IN USE (APPROX.) = 40 GPM ISOLATION CROSSING G EXISTING SEWER MANHOLE 2-INCH INTERFACE LEVEL SENSOR CONDUIT f 4-INCH OIL PUMPOUT CONNECTION 95.50 CONCRETE PAD DRAIN PIPE GATE VALVE ° TOTAL: 80 GPM HFCOVER TO 6-IN C.I. %[ t ) PROPOSED SEWER MANHOLE CONNECT TO EXISTING COVER To GATE VALVE WITH SLOPE = 0.5% N #322 °' BUILDING SEWER WITH 0.18 CFS GRADE CTYP.) VALVE BOX TO GRADE WYE-TYPE CONNECTION w �� �eN 0.5' _..� f _ 5, 5,I �0 'f OLD FALMOUTH , ' PIPE CAPACITY DATA SEWER PIPE 0 ROAD ..�;;: (CALCULATED USING THE MANNING'S FORMULA) DRAIN PIPE C.I.TO PVC ;-:•z-= .5. - - ,° � � EXISTING CESSPOOLS �"'�"°"'""`�`�'-'"���"°�-"•"��_` t 0.5' 0.5' cn \ (PRIMARY INLET INVERT= 93.55') d CID ASSUME FLOWING FULL; USE N = 0.013 FOR SEWER SLAB EL. = 95.43'-95.19' a i FLOW - FLOW O Ff I SIZE SLOPE V (FPS) Q (CFS) Q (GPM) r iE CLEANOUTj EXISTING MONITORING WELL 6-IN 0.005 2.02 0.50 180 v� 6-1N 0.010 2.86 0.56 251 REV. DATE BY APP'D. DESCRIPTION 91 .75' 91 .50' ® ` 8-1 N 0.004 2.19 0.77 346 Li INTERFACEPROPOSED SEWER CONNECTION NORMAL LIQUID &LEVEL SENSOR ! LEVEL EXISTING CONCRETES ' PROPOSED SEWER MANHOLE PREPARED FOR: 3/4-IN CRUSHED --.,i. -- VELOCITY HEAD STONE,TYPEA RETAINING WALL vy ( RIM = 95.00' FORD OF HYANNIS DIFFUSION BAFFLE 03 5' I, Q INVERT IN = 90.40' i WITH WEAR PLATE SEDIMENT PAVED �' , - } `•, AREA---; '..__.--._-.-_- CHAMBER J INVERT OUT= 90.30' LOCATED AT `j SLUDGE BAFFLE ILLUMINATED Y95 "PETRO-SCREEN" SIGN 322 OLD FALMOUTH ROAD COALESCER - --'- ,-s= 6"MIN. - - _ --- ---- - -- - -.___ -----__- L ^' ^-` 8 INCH SDR 35 PVC SLOPE 04 % HYANNIS 86.75' OIL/WATER //j//�//\//\//�/� ALIGN TO EXISTING VACUUM RESERVED FOR DPW USE SEPARATION STRIKER PLATE CHAMBER /////\/// _► MANHOLE STUB WITH LONG _. \\. :w PARALLEL CORRUGATED CB/D SWEEP BENDS AS REQUIRED SCALE: 1 INCH = 30 FT. DATE: APRIL 7, 2003 ' $l �,sN oF41 0 15 30 60 120 FEET PLATE COALESER UNDISTRUBED EARTH FND T g" o2Ny R0Ap 1 EXISTING VACUUM SEWER MANHOLE �� JOHN L. 1 o CHURCHILL 4 = 95.52' JR PREPARED BY: FA�MO , RIM INVERT IN = 89.87' (CONTRACTOR TO VERIFY) CIVIL JC ENGINEERING, INC. No 41 E'07 5 ROUNDHILL BLVD. OIL/ WATER SEPARATOR* EAST WAREHAM, MA 02538 NOT TO SCALE SITE PLAN l I� - 508.273.0377 __ SCALE: 1"= 30' //7l(13' Drawn By: SPJ Designed By:SPJ 1 Checked By: JLC JOB No.332 GENERAL NOTES : BAXTER NYE "�-� - 1.) THE INTENT OF TM PLAN IS 70 DETAIL EXIS'TMNG SITE CON DI IONS AT LOCKS PRUW SENCAMMRK : AS SHOWN ON PLAN CURRENT iNI MM ZONING REQUIREMENTS � ZONE NO 9., I„u,,, madam s,D,I,,, , ENGINEERING & MAN. LOT AREA = 40,000 S.F. 5.) A TIRE SEARCH HAS NOT BEEN PERF0IRMIED FOR 1MS SITE F OEIER!/EO 8.) .. LOCUS AREA IS COMPRISED OF : MIN. LOT FRONTAGE - 2o' TO BE 1ECETSARI'A TITLE SEARCH SHALL BE PERFORMED BY OW RRS. •1W CONTRACTOR SHALL CONTACT OR SAFE(AT I 019rSAflh AND UWN COMPANIES 10 LOCATE FRONT YARD - 20' •SITE IS NOT MRHV AN IIC.EG (AREA OF CRIIIM ENVIRONMIENM CONCERN,. ALL DMING VW13, AT LEAST 72 HOURS PRIOR 10 THE START OF OONS'MUCTIpV. 1W LOOM OF SURVEYING �T BARNSTABLE ASSESSORS MAP 293 PARCELS 8, 9. 10, 11 & 12 ZONING IEORMATON: 8 & NO MAIM. LOT MDTH - 160' 6,) THE PROPERIY LK/FORMATION 910IN B BASED ON CLADEIIT ANIIABIE REi:010 DO W IRO FAUIID IAASTRLIK,W IAIJIMFS, OONOIIRB NO U/FS ARE SNOW N AN APPROXYAIE FRONT YARD SETBACK - 6012 IFORMM11fIA OONSISING OF PLANS APO DEEDS •SITE S NOT INIM! AN AREA OF ESIINTED NABRAT OF Ri1RE WILDLIFE PER MAY ONLY, MAY NOT BE LAM TO 70E SHONIA AE11ElI NO HOE FIEEN RESE WO BASED ON TIE - NRE'SP MAP OCTOBER 1 2006 'E'SIUATED NABITATS OF RARE FOR USE WITH THE MA SMETIAN05 PROTECTION ACT REGUA710NS 310 CMR 10).' AMIABLE UTILITY REDORDS NOTED HRE 0 THE 1ff(CIOR OWRA TO BE FULLY RM LOCATE FOR W OWNER: BALISE AUT0MIO11VE REALTY, LLP CURRENT MAAI�RAI ZONANG REQUNE�NTS � ZONE 8 SIDE YARD SETBACK - 30'3 1FE E)QSTIC N771RALES SHDNA IETLI,DII R8E d@OAIIED NTiUI AN ON 1NE CR01I0 FIELD ANr AND ALL ITAYAGES MiCNI 116NR E OOP/IS�ED Br 11E OONIkACTOR`5 FAIUIE 10 lAG1E SiAD 1102 RIVERDALE STREET MIN. LOT FRONTAGE - & REAR YARD SETBACK - 20' SLAM PEI TUNED BY BAXIER NIE SWEf]iNG 4 SLIRVEI�/AG ON NOYEMIIER 21, 25 •SITE DOES NOT CONTAN A CERTIFIED W30KL POOL PER NNESP MAP OCTOBER 1. 2006 MAIWRASIM=K MO URM EXACTA: IFFIELD OONORIONS DEFERS FROM PLAN W RIATION. TIE Registered Professional Engineers WEST SPRNIGFIEI.D, MN., 01099 FRONT YARD - 20'' XM MAUM BLAIDIAG NEIGHT - 30' ' d 30. 2009 AND JLEY 20 4 21. 2011. "ICERiFED VERNAL, FOOLS." CONTRACTOR SHALL MOTET THE BOOMYAFDWW FOR POSSBLE REDESi6N. and Surveyors CERTIFICATE OF TMF- 175W MAXIMUM BULBMWNEIGIFT 30'3 AAIOAAIM LOT COVERAGE AS z OF LOT AREA - 30 •SITE IS NOT MR#1 A PRIDRTIY FMBRAT PER NIESP MAP OCTOELER 1. 2006 and 1 OR TWO STORES, *##EVER IS LESSER 7.) CMAMFY PANEL NUALIER: 250001 0005 C "PRIORITY WWATS OF RARE SPECIES' FOR SPECIES DOER •GAS LIE SHOWN TO BUI OING /32 PER IMP SW M10 PROVIDED BY NATIONAL GRID ' OWNER: 516 EII-ARSE'S WAY, LL:C I ONE HUNDRED (100) FEET ALONG ROUTE 28 AND 132. 2 ONE HIMDRED (100) FEET ALONG ROUTE 26 AND 13Z THE F1.000 INSURANCE RATE MAP DEFIES THIS AREA AS ZONE C. THE MASSIA011USETFS ENCIANGEIED SPECIES ACT. REGULATIONS (321 CMR10) ON DECEME R 29. 2009. 78 North Street - 3rd Floor 1102 RIVERDALE STREET AM FEET WHEN ABUTTING A RE50°dTl"lY ZONED AREA "SITE IS NOT WW A STAIE APPROVED ZONE I GROIAO N TER RE'CNMRGE Hyannis, Massachusetts 02601 WEST SPIMPE.D MM., OIOD9 3 OR TWO STORIES, MFIICHEVER IS LESSER (SEE 2 21) 3 THE MMINIM TOTAL SIDE YARD SETBACK SNAALL BE 30 FEET. PROVIDED TMT NO PROTECTION AREA •ELECTRIC UNE IFORAATNON PLR MD SURW Br BUTTER N1'E ENGINEERING & SURVEYNG yn �A ALLOCATION OF SUCH TOTAL RESULTS IN A SETI3ACK OF LESS THIN 10 FEET, ECCEPT ON JU.Y 20, 21 • 26, 2011 A9 !'FORMATION RECEIVED FROM NSTAR aLcn IC ON JULY 26, 201E { ABIITW A RESIDENTIAL DISTRICT. MERE A M R& M OF 20 FEET IS REpAiEO. (SEE 240-25) •TOWN SILLIER SHOWN AT BUIM J322. TAKEN FROM 90M PRIDI BY 81RNSrA ILE DEPARTMENT Phone - (508) 771-7502 LO75 1 O 2 O L.C. PL. 18RA7-C OF PUEIJC MdRIKS (SNEET SQ).DATED 6120100. KRDIAG C10MECTIONS PER SKEICFI MILD N PLAN! BOOK 108 PAGE 25 FRAME 2 OVERLAY DISTRICTS: AP.GP JUNE 11, 20014). Fax - (508) 771-7622 • III ER UNE 0 BUIIDIAG III= 9 64SIED ON SKETCH /67, PROVIDED BY THE WAVE MAZER www.boxter-nye.com DEPARTMENT. FAXED ON 12/17/O. TIMER CONNECTION TO LOCUS IS APPROVWTE SLICE SKEll31 MNIS PREPARED PRIOR Tt RElDVATIONAS TO BUI.DIAG. v e� ► STAMP STAMP ! �F 41,4 G /J'f►/ / 0 ^\G �( I �` qs assM OF 16i: F N1 �``' G6 j1 g SG� Ilk C)v MATTHE y` `<!) { UP-LP 336/25 1/2 9�r k W. PUMA BOOK 305 PAGE 77 / rpi• P w I s� o' EDDY 4 LAND COURT PLAN 18367 D s g �p ! ov' OPm. gT1. . LAND COURT PLAN 27107 B - C - D / ao I '' I e�p �No. 4 I83 - fR dt P s y. ,�� ,ye Z� I E �y a�IO UP/0 33�6/27B 01 / $/ HGO J o 9 Iglu CONSULTANT ��puoi I v1 UP 336/25 1/2 0l1"'1 m I r N/F- ( t PAUL A.S. DE UTTER, TR. W `K I CONSULTANT S /�W�� �� _ SUNRISE NOMI JEE TRUST I U /LP 158/2 rn� +o}� / / Oil j A s�"1 LB I o IN I r I yr 0�. O$_ dl` G s + LPG/ Lo C' �'O �� (`y� h 11 v► f I PREPARED FOR : / L 1 I UP/LP 336/2�7C C, \O / BENCHMARK: a'• E,rr' � Qo \'Ao II II y I I a v► F► G / CB FND 1 1 -4 i� O / S JG \Gf� / HELD C'm ��� LB , O" I L.0 PL ?_710? e �-� � / EL = 46.23 � i o ►► o ' I Balise Motor Sales o. 'CB/DH FND II • 1102 Riverdale Road Z z 1 / E`►/ , / I HELD II t.• I I m -4 Z� ��~ N A '� _ 45.85' West Springfield, MA 01089 00 / '� MAP 293/PARCEL 008 11 $ Z Z 5 ��' ✓ -� 0 BEEHIVE RIM LB I EL.-46.01 WITH t I I s 3- �� 1 __7-UNDERGROUND BEEHIVE RIM EL.=45 09 C o �i� j WITH 12 UNDERGROUND --" LEACH PIT PLAN PC W 11,9 i 0 o = LEACH PITS P A C K ?; I cp G ' 1 R 45.7 `JI ICB I I g __ r*I I -o o f �' I p o %/ l J' Jl DMH UGHT BASE (LB)-TYP N jf p P� 0 I O O I , Z / Cc) (TYP.) $I ' d I Z Z ' I I " 1 1 1 $ /" (`J o / P % ; c t� �^ ' t I. UP LP 1560 139.55' -- -- ' HELD OI . • HELD r^ o ----- ----- N /F Z To m 7• ` _ - - � DMR REALTY CORP , - 4 U j -- .. EEH RIM EL.=44.05 _ _ _ - _ - } \ - p � LOT6 ---- LB N ------------ _---- `-__ '^ (P L C. PL. 18361 f c� -j `, 0 WITH 0 UNDERGROUND -- ------ / \ {. - -- _ -------------------------- BEEHIVE --- -- --- -p LB I Lr L H PITS _ - - --- -- - ------ - - _ v w RIM EL.=45.12 -- _ --- --- - __ -- -- - 1 / WITH 1 UNDERGROUND I ---- - --- 516 - - �- PA 1 1 l.e f �' LEACH PIT MAP 293/PARCEL 009 i ---- ------- - - `0731'42_W -- .A �� 5 -- ._- i EDGE'bF 1 I! 1' --- t ------ -�` � PLAN BOOK 305 I g4.7 � - ------ --- �� a. 1 ` PAGE 77 LB noun 0 1� 1 \ �0� - I LOT 1 I • \1 _- 1 VET- `~ �� t C RIM=44.9 1 � 207.72 % LC. PL. 18367 C,!I �J +► - - I 1GRp` _ _ t ; PAVED C a► -� - --- :- 1 ntt I _I E OFPA�M % ,1 MAP 293/PAKCEL 612 LOT-2 - I � _ -<< � f ONITORING EDG _ LC.. PL. 18367 C - _ -,-L -WELL --� - 4 I SIGNAL N _ "DPW" ELEC. BOXO POLE + " ��;II I / - - (plot� Z miw- o BEEHIVE RIM EL.=43.d3 L- 1 �1 WITH 2 UNDERGROUND ARCEL 010 TOTAL AREA SIGN POST (ONLY) 1 _ _ 293/P G.F.E.-45.5 v c�, �n r- r� y �1 , LEACH PITS - :� - .75' MAP 132,744 SO .FT. +/- _ h .� I v O 202.57 _ �- _ TD ?v72 ' OLLARDS (TYP.) 3.05 ACRES +/- r to '0 , ; I �1 C m MHB/EP LP 2" BS P. 1952 � ICV - ', " E I302.57G �- \\ \ o z' PAVED j ( �`A/ z cc N ` , , • � -,✓`� S OT31 42 G _� BOLLARDS. G.F.E.-41.54 �n % 1 I rn w y O ABAN NEiD _ ' y. - I.O.F.-47.87 , J _ G G ST. TRENCH ABOVE GROUND n t 1 GATES M , ' G -� AA C DRAIN G.F.E.=45.58 SERVICE AREA =45.32 ' TORAGE TANK % O1 I F- .... = . 1 / . Lp 1988 / G.F.E.-45.34 IN =44.62 MAP 293JPARCEL 011 _,-�, 1 � m 8'j�M; 1z1433 tt .% � G �� 3/4' PL, P. RIM-45.3 Z - / I y 1 SMH/AIR VAC W pON� 29.83' r �- G \ 1 RIM-45.31 INV.=44.2 �; g i_ / �; / 1 I 4. _�- ~ ECd RIM=46.18 G F.F.E.=45.87 �� -__ -- _VEM _ --- , -W !_ - U A1213+53.1 CB/DH o TEL. CABINET RIM=45. 7 INV.=44.81 RIM=45.35 p r O` , Of p�` 1 _ _ w � 1 �ND n INV.=43.75 + - E - / 8� \ CO)� L C LLD N 0 INV.=44 7 oC/0 $ s TRENCH o1$ c/o, H COVER IM-44.8\�1_ :"-----------" ------ '% R/ FND 31 0 ` A - E o - O G _ _ v _ _ - UN W DRAIN �n . . SIGN POST (ONLY) ' �� m C 0 s x� G.F.E.=45.55 G F E. �rn 45 51 _ s ------- a6- _:_ ;--_- -- - -.ig3�,,�- _ _� _ _- - SEAM S s m (FILLED W/bEBRIS} (� nl / _ _ - S __ - _ _ _ _ a RIM-45.6 - - -/ s 45.50 � ------� `�__ --- -2y .;,� �.s�, -UP/CP2t7 1S HI_..__= '' R�=533.3-a.•-_ S MIA = o rn - v G.F.E.=45.68 WOOD RET. WALL - --- - - - - qwh--- - - Ei'R = 1.8 S f �o O iNV.=42.7 o--- S , �^ �, ------- --- -- _ - -- ,� ._�W - pA E A I r S_s_°'""s4� U/P 740-5 1 01�'/ Np C/O a, ROOF VENT C/O, \ L�•I' -----' --Mtn ---� --,�/ EDGE 5 AE UP 1 17-2S ---- W - g --�� EXISTING SIGN RIM=45.6 PIPE 1 F►FtBO v ��� C,B �� - -- � �� - =0.0015 COMMERCIAL " E Z V1 0 INV. IN=43.8 VP ,.��'�`� -�- ' .6PIC, Ss c� 1214 v SMH VAC PIT VP INV. OUT=42.5 CCB CL 1� RIM=47.7 _'s �T5 _ _=►- - > z PARKING LOT S 1 / _. r -- " • N 2g.14 v� -L RIM=44.76 , SUMP -41.9 w - .-- u11,1E ..�- f ►- O ENTRANCE TO 213+07.64 1 ' -- I -� _ S S - FND 114 - a - BE CLOSED o INV.SMH 83 �r 1 4" S S �� �`� `, �; 5 �'_5 ,_ i ►- PVSG 1 _ _ i! s b ►- CB o ° �$ RIM=44.91 ` ` = s W -$ �' •' -�S, _ a RIM=44.47 cN`� INV.=39.08 \ S S 1 �_ W `!� HYDRANT S s 1�s 156.95' • -- v �. PV S _� I W , E 524 0-- --" I 3 W S� \4" PVC W 43' SHUT; 53 00 _ SI Tp - N F cn INV.=42.03E�0 S COBBLE E .�- F r (RIM4.17 ' S O ,N� - U ''" JOHN G. D;)HEP JR.• TR. I ►- ►- 0 �,w� ,r 520• %-0 I o S 8 1>v"' \, UN LE TO } W-�� - _-_ I g N MONITORING WELL ) ,N-�'f N► , = SMH L(;T 16 y� 1 1 118.75 �, OPEN �- _ - - ---- L.. .. 1,93F, v-S ; � a UP 333-10 ------ ' _ ---- w 5.00' �_ _ co R M=45.5F- W�'� INV.=42.2 ,Fs- CB • I Q CB a \W Z"IGHT POLE - O UNE ( ) N - _ \ p RIM=44.12 , c,+ ,o - 5 M E � YF-�'----r- - ;RIM=4`7.8 N SEA � �-- = U/0. 740/2' �SUMh.=43.0 UGHT POLE SMH I .9 51 2 a to w cp ,p� RIM-47'.0WATER i I • I UGHT POLE/E� GAS `" A _ - -- INV. IN-41.85 I O ''�--- _ UNE INV. OUT=41.70 Z ® ® � z f i -ca�"�." SET .. -- - - -- ��P ELECTRIC METE � U/P 740E F � ABANDONED WITH I o p�-v t- ' /Op' LIGHT POLE UNDERGROUND �lfyOtM CL]U� I J SHEET T I T L E 7o CONDUITS OIL WATER I N ` t° I ExistingConditions Plan O rc SEPARATOR 103 ` RIM=45.5 o � �' 1 p BENCHMARK: � �N p I o ^� MAG NAIL SET SA w I p EL 44.5METAL 6 HATCHES O I - PYLON v II f I , SHEET NO n , pSIGN UI PAVED �� �� - O �� <41.47> 11 1 I / Ii 46.25 . - .......... C2w0 I I <125• _--- LIGHT POLE I 124.94 DATE : 09 01 11 �1w ' P� <125.17> -HER � INVFSTY-NT COPP 30 0 30 60 1� 1 EpGE DF 124.94' - - - N I_C. PL 18367 D LIGHT POD _ _ _ SCALE IN FEET LOT DIMENSION (YYP.) ' 551.7T TD SCALE : N,1 1 <125.17> 0 -g 06'52'20" I , "_ 1 _ 124.94� II DRAWN/DESIGN BY: MI CHECKED BY: MWE 1 f l J O B N 0: 2011--OM C A D D FILE: 2011-OWC.dwg UTILITY NOTES: BAXTE R NYE �-�-�1. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE 10. GATE VALVE SHALL BE MUELLER MODEL # A-2360 RESILIENT WEDGE ONLY. IRON BODY, BRONZE MOUNTED, DOUBLE DISC. WITH TWO INCH OPERATING NUT WITH MECHANICAL JOINT HUBS. GATE VALVE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND SYSTEMS, SHALL CONFORM IN EVERY RESPECT TO ALL APPLICABLE AWWA STANDARDS. VALVE SHALL BE DESIGNED FOR 200 PSI WORKING AND 300 PSI TEST PRESSURE AND SHALL OPEN LEFT. INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER, THE ENGINEERING &ENGINEER, OR ITS REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO LOCATE SAID SYSTEMS, 11. VALVES SHALL ALSO CONFORM TO THE SPECIFICATIONS OF THE AWWA AS TO SIZE STEM, PITCH OF THREAD, GASKET SEATING AREA SHALL BE FULLY MACHINED TO THE FIXED DIMENSIONS AND INFRASTRUCTURE AND UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, TOLERANCES AS PER AWWA SPECIFICATIONS. ALL VALVES SHALL BE PROVIDED WITH '0' RINGS. THE DESIGN OF THE VALVE SHALL BE SUCH THAT THE SEAL PLATE CAN BE FITTED WITH NEW "0" RINGS SURVEYING Z VERIFY IN FIELD THE LOCATION AND INVERTS OF WATER, ELECTRIC, GAS, TELEPHONE do DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR WHILE THE VALVE IS UNDER PRESSURE IN THE FULLY OPEN POSITION. SHALL PRESERVE ALL UNDERGROUND SYSTEMS, INFRASTRUCTURE AND UTILITIES AS REQUIRED. 12. VALVE BOXES AND CURB BOXES SHALL BE PER TOWN OF BARNSTABLE WATER SUPPLY DIVISION REQUIREMENTS AND SHALL BE FURNISHED AND INSTALLED FOR ALL VALVES. THEY SHALL BE CAST IRON, 2. 12 MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN ALL UTILITY CROSSINGS. TAR COATED, SLIDING TYPE ADJUSTABLE VALVE BOXES TOGETHER WITH CAST IRON COVERS. SEE DIVISION REQUIREMENTS.13. CARE SHALL BE TAKEN TO ENSURE THAT ALL CONCRETE THRUST BLOCKS BEAR AGAINST UNDISTURBED TRENCH WALLS AND NOT TO ENCASE FLANGES AND BOLTS ON MECHANICAL JOINT FITTINGS. ri Registered Professional Engineers e, 3. A MINIMUM 10' HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN WRIER AND SEWER LINES. WHERE WATER LINES CROSS SEWER LINES, THE SEWER LINE SHALL BE LOCATED WITH A MINIMUM VERTICAL CLEARANCE OF 18' BELOW THE WATER LINE. THE SEWER LINE JOINTS SHALL BE LOCATED EQUIDISTANT AND AS FAR AWAY FROM THE WATER LINE AS POSSIBLE. WHEN IT IS IMPOSSIBLE TO ACHIEVE HORIZONTAL WHERE UNSUITABLE BEARING MATERIAL IS ENCOUNTERED, EXCAVATE AND PLACE SUFFICIENT CONCRETE BALLAST TO OFFSET THE ANTICIPATED THRUSTS. and Land Surveyors AND/OR VERTICAL SEPARATION AS STIPULATED ABOVE, BOTH THE WATER LINE AND SEWER LINE AT THE CROSSING LOCATION SHALL BE CONSTRUCTED OF MECHANICAL JOINT CEMENT-LINED DUCTILE IRON PIPE FOR 14. TOWN OF BARNSTABLE WATER SUPPLY DIVISION APPROVED CONTRACTOR AND INSPECTOR REQUIRED. COST OF THE INSPECTOR SHALL BE BORN BY THE WATER SUBCONTRACTOR. ONE FULL 20' PIPE LENGTH OR ANOTHER EQUIVALENT THAT IS WATERTIGHT AND STRUCTURALLY SOUND. THE JOINTS FOR BOTH PIPES SHALL BE LOCATED AS FAR AWAY FROM THE CROSSING AS POSSIBLE. BOTH 78 North Street - 3rd Floor 1 PIPES SHOULD BE PRESSURE TESTED TO 150 PSI TO ENSURE THAT THEY ARE WATERTIGHT. 15. AUTOMATIC SPRINKLERS SHALL BE INSTALLED IN ACCORDANCE WITH MASSACHUSEI I BUILDING CODE AND APPLICABLE NFPA REGULATIONS, IF So REQUIRED. Hyannis, Massachusetts 02601 4. SEWER MAINS TO BE 8' MIN. SOR-35 PVC WITH A MIN. SLOPE PER DPW SPECIFICATIONS UNLESS OTHERWISE NOTED. SEWER MAINS AND SEWER FORCE MAINS TYPICAL COVER OVER SEWER LINE SHALL BE 6'. IF 16. PROVIDE 8' BLIND FLANGE AT FIRE PROTECTION SERVICE LINE 5'O' OFF BUILDING FACE. LESS THAN 4' OF COVER IS PROVIDED, INSULATE SEWER LINE AGAINST FREEZING IN ACCORDANCE WITH DETAIL #205 OR EQUAL Phone - (508) 771-7502 r 17. GAS, ELECTRIC, DATA/COM IS SHOWN SCHEMATICALLY HEREON. THESE UTILITIES SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET U.O.N. OR OTHERWISE DIRECTED BY THE CONTROLLING UTILITY 5. SEWER BUILDING CONNECTIONS SHALL BE 4' MIN. SCHEDULE 40 PVC, U.O.N., AT A SLOPE OF 1X MINIMUM FROM MAINLINE TO BUILDING WITH A CLEAN OUT SET AT A DISTANCE OF 10' (U.O.N.) OFF FOUNDATION. COMPANY. CONTRACTOR SHALL COORDINATE FINAL LAYOUT WITH APPLICABLE UTILITY COMPANY. Fax - (508) 771-7622 6. WATER MAINS TO BE DIP, CEMENT-MORTAR LINED, CLASS 52, U.O.N. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE AS REQUIRED BY AND IN ACCORDANCE WITH THE LOCAL WATER DEPARTMENT AND 18. ALL COMMERCIAL LIGHTING SHALL DIRECT ALL LIGHT SO AS TO KEEP ALL LIGHTING WITHIN SUBJECT LOT. LIGHTING DESIGN SHALL MEET THE REQUIREMENTS OF THE CAPE COD COMMISSION TB-95-001 WWW.boxter-nye.com APPLICABLE AWWA SPECIFICATIONS. 'EXTERIOR LIGHTING DESIGN". ' 7. TYPICAL COVER OVER WATER LINE SHALL BE 5'. IF LESS THAN 4' OF COVER IS PROVIDED, INSULATE WATER LINE AGAINST FREEZING IN ACCORDANCE WITH DETAIL #205 OR EQUAL 19. ALL UTILITY CUTS THROUGH EXISTING CONCRETE OR BITUMINOUS CONCRETE PAVED SURFACES SHALL BE SAW CUT. BACK FILLING OF TRENCH SHALL INCLUDE 12" IN DEPTH FLOWABLE FILL TO THE BASE S T A M OF `ss I S T A M P COURSE OF THE SURFACE TREATMENT. THE SURFACE TREATMENT SHALL THEN BE REPLACED IN KIND. 8. WATERLINE INSTALLATION REQUIRES RESTRAINED JOINTS TO BE USED AT ALL BENDS, ENDS OF LINE, VALVES AND FIRE HYDRANTS, PER TOWN OF BARNSTABLE WATER SUPPLY DIVISION REQUIREMENTS. RESTRAINED 20. SITE CONTRACTOR TO OWN ALL EXCAVATION, TRENCHING, & BACKFlLLING FOR ALL UTILITIES AND MISCELLANEOUS WORK INCIDENTAL TO THE SCOPE OF THE PROJECT AND CONTRACT DOCUMENTS. �o M WHEW JOINTS TO BE INSTALLED PER TOWN OF BARNSTABLE WATER SUPPLY DIVISION REQUIREMENTS. CONTRACTOR SHALL REFER TO ELECTRICAL SITE PLANS BY OTHERS FOR ADDITIONAL INFORMATION AS APPLICABLE. EDDY v CIVIL C In) No.43183 9. ALL WATERLINE MATERIALS AND WORKMANSHIP TO CONFORM TO THE RULES, REGULATIONS AND SPECIFICATIONS OF THE TOWN OF BARNSTABLE WATER SUPPLY DIVISION AS AMENDED TO PRESENT. DIVISION HAS o �� AUTHORITY TO AMEND PLANS. IF ANY CONFLICTS WITH THE CONTRACT DOCUMENT OCCUR THE HIGHER STANDARD SHALL APPLY. 'cF�0 T0L AL PROPERLY ABANDON WATER STUB BY CUTTING AND CAPPING OLD SERVICE ZY/G AT WATER MAIN. rl� S / ( � CONSULTANT PLAN BOOK 641 PAGE 99 CONSULTANT E C' G ,j � I 41 O REMOVE dt RELOCATE ' Gc LIGHTS AND BASES. UP 336/25 1/2 y r r PREPARED FOR : U N/F O", / �/ ♦ C3 a r PAUL A.S. DE UTTER, TR. �I I � Balise Motor Sales SUNRISE NOMI EE TRUST v / i 1102 Riverdale Road 1001, RELOCATE EXISTING �\�c, j " IRRIGAl10N CONTROL � � West Springfield, MA 01089 0I L.C. Pl- 27107 B LP Q I I I RELOCATE EXISTING ' IRRIGATION METER S C) BEEHIVE RIM - II PANELS/CONTROLS EL.=46.01 WITH • Z �Y� _ �� BEEHIVE RIM EL.=45.09 �� 1 UNDERGROUND -// 1, WITH 12 U LEACH PIT NDERGROUND PLAN BC �K 11 I R=45.7 �\�� LEACH PITS PAGE ;/ <; � 1, � � L SE LIGHT BAS E '" �( 1 DMH I _ S �� �'.1 (TYP.) O w1 I REMOVE do RELOCATE # LIGHT POLE BASES. # ` I INTERIOR SITE LIGHT REFHIVE RIM EL.-44.05 1 BASES TO BE FLUSH r-BEEHIVE �IiITH 4 urn EL-=r44 0 I I� n - BEEHIVE RIM EL.=45.12 (6. HEIGHT7. ;1 LEACH PITS WITH 1 UNDERGROUND # -y LEACH PIT BRING POWER FOR PROPOSED # - 1 O Qi m LIGHTING TO NEW RELOCATED GAS SERVICE PEDESTAL SIGN. SERVICE OPOSED UNDERGROUND 4,000 GAL I w cc cc 1 CONNECTION STORAGE TANK. TANK INVERTS, DETAILS BY N = c r { TANK INSTALLER (SEE MEP PLAN BY OTHERS FOR BUILDING CONNECTIONS). 1� (1 L m G J1� rl 1 1 1 1 1 1 1 1 j 11 11 111 I v G WF `I rl 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 i 11 1 1 1 11 # I w N � c 0 �---- _ BEEHIVE � `�� � -- � -- � � 26' X 7.5' SLAB 11 I I I 1 1 1 1 I 1 1 1 � 1 1 1 1 1 1 11 m WITH 2 UN . . Rp �� OVER TANK. SLAB 11 I I ► 1 I I I I 1 1 I I I I 1 1 1 1 1 1 11 I o cc N 4D Cd 7� !�p DETAIL BY TANK 1 1 1 1 11 1 N r ,t -_�. o •o LEA � .. RID � INSTALLER. II 1 1 1 11 1 1 1 1 1 11 11 11 1 1 1 1 11 I I I I 1 II i, I a CO M ut� 2 2" BS I.P. 1952 - _G ABANDONED 1 �' _ �� R RECONNECT TO EXISTING TRENCH 111 1 1 1 1 1 1 1 1 1 1 1 11 WATER �` RO DRAIN CLEANOUT (SEE PLUMBING I I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ILIJ J I 12 12 a GATES G°' r. !_rd_I a PLANS BY OTHERS M= a5.3 I-� ��1 1 1 11 1 1 1- I 6 1, v� �_ , LIPlag3 DRAIN ) \INv.=44.6 �' r I ,46.11 11 11 1 I 1 11 1 1 1 1 LLIJ J- - 9 Z �'. -'�'� -fl �"' w 3/ P L ,-RIM=4 5.3 �--� 18.25 --� 11 1 1 1 L_I J 1 �Lr \ • 1. _ 5 „ ARr�VF GR01 IND �- - _ > C) RIM=4' I INV.=44 2 J- 7 !-. 1 0 R n v 2- ~ � q-4 T , TORAGE TANK LLI W US &n �•+ a C) Tr CA INV.=44.�: !- F, h 5 • RIM=45.27 - .TO REMAIN _ LfT SW�►APACKS, J G A _r'BE REMOVED - 1 I N v.=44.77 MATCH EXISTIN ��� oC/ TTYPICBEE ELECTRICAL COVER LIGHT BASES '- n ' PROPOSED TRENCH DRAIN. \ RI :- 8 _ -- EXISTING Jj 3 3 3 V GAS gal PL�MIS BY OTHERS Q� r _� - < CONNECT TO EXISTING TRENCH MAINTAIN EXISTING (rlLI_ED - OH U r SERVICE TO BE DRAIN CLEAN OUT SEE C/0 C/0 CONNECTION TO C� n ABANDONED AND �1 _lam•- ---_ < $ w RELOCATED ( �RWF,, REMOVE AS NECESSARY FOR UP/LF217- W �y P.!M=5:3.3 -- r*, ? o rn n RIM-45.6 - -- PLUMBING PLANS BY OTHERS SEWER SERVICE F{ r INV.=31.9 +►+� I I, r _ ) INV.=42.7 �._- __ ___ c ____-- P 1 RD UNDERGOUND STORAGE _ N _-- - ""w` off Y.3 Z MATCH EXISTING 'r'I ROOF VENT - .%0 -�` 1 C - /- g„ �.�RO U 2 -2' \ TALLATI LIGHT BASES RIM=45_6 I �'�'F �! Ko CB t �r NS �- f J ! �Y\` � 0 t5 w (30" HEIGHT) INV. IN=43.8 �,P 1�v, PV. \ \ \ \ \ _x , �r RIM-47-7 T '._ \ \ u� •r oo "� H v C> A- i VP INV. OUT=42.S _ R " G �" � �- S o cV cv Q .:.76 I • RD r SUMP cli N N o o rn n dV.=38.83 R ' r� I I P �41 tt z z V ri 1 0 SMH r a' PVC _ - ° MAfF 4015 � � - s_� UTILITY CROSSING • .><� � _ FDC ;, HYDRANT-' �- � � __ _ ROOF � IN } =44.47 ��, c ' =3`' / I ~-NEW - MAINTAIN 18 CLEAR MINIMUM C4 4- PVC ' t ,� CTS LOCATION T04NM W _o O �{I)13 - - ' ` SMHR M 48.1 7 �H - iJ r, 741D I3 N/F ® ® ® Z .-� PLASI�C Vim- JOHN G. DOHERTY, JR., TR. m E �� INV.=42.03 s ' ,,�' �r DOME$11�--- - - (UNABLE To nN ��� --- i __ SHEET TITLE < N G� s`/ MO NG WELL i f A O� OPEN) C1H -£XMIING LIGHT _ LOT 16 C ■ ■ 9 - r ' ' coRPoR C'H,'�'J- `=--_ - POLES, LIGHTS - _.-_.---- !--C. PI-- 1 g3F7 D Utility Plan � � ,�,� 333-t0 z-j, -`r,✓"� AIN EXISTING � I MAINTAIN �pE � � ,�� '�- -' BE _ . . ----- --------- o r, EXISTING S' 11� WIRES D _- '� '` CONNECTION-TOE i RIM=45 5 CONNECTIONS OH `�� MAINTAIN EXISTING REMOVED i r_------- �. Sp _ 1 CONNECTION TO I o n r' ' 1 P E --SEV RVICE !Nv.-4�.� TO OIL/WATER- 0 RIM=47.8 ELECTRIC SERVICE 44. - 1 O ' -� RESET MONITORING WELL ARICTOR Ham=" U/P 40/2 SKIMP.=43 0 y COVER TO FINISHED rINV� % Ln �, GRADE _ '' LIGHT POLE -'MH_ I SHEET NO HT POLE 0 f�' WAITER f-4 MAINTAIN�� OMAIECTtOFT TTO G _--' NI V. N=41.85 I I o �} _�TELEPHONE SERVICE dk -� "INV 01.1 T-41 '0 I OD VIA ` v �� Fes- �-ELECTRIC METER I 6 DIP CLASS 52 ENT LINED R SERVICE PIPE TO BE C500 4 �. O �"'1 U/P 740/1, ABANDONED NTH RESTAINT JOINT PIPE�ER TOWN OF ARNSTABLE WATER DIVISION Q+ SD - UNDERGROUND REQUIREMENTS. SEE ARCHTECTURE S FOR ADDITIONAL o-, 1- LIGHT P! -L DATE : 09 01 11 ✓✓ � �-+i� CONDUITS OIL WATER SPRINKLER PIPE LOCATION INFORMATI r 2" WATER SERVICE TO BE INSTALL NEW CURB SEPARATOR 30 0 30 60 J .. n �' TIED INTO WATER MAIN USING STOP-MUELLER BALL RIM=45.5 6' FIRE SERVICE TO BE TIED IN lO 4 1 STAINLESS STEEL STRAPS, TYPE MARK II ORI SEAL 8" AC WATER MAIN. PLACE 8' I I z� =n SADDLE, do A CORPORATION UNIT WITH CURB BOX METAL VALVE, BOX, AND TAPPING SLEEVE , SCALE IN FEET SET TO GRADE. HATCHES MATERIAL PER TOWN REQUIREMENTS SCALE : 1*-,30' 0 DRAWN/DESIGN BY: SOM CHECKED BY: MWE ry 0 JOB NO: 2011-0= CADD FILE: 2011-m-Uf, O