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12 VANDUZER DOCUMENTS MISC
�-d Cl- t� f� i i f -- -�' --r ----- ----�__ ., .- --- --. .. f •yR �' I y March 5; 1987 Certified Mail Return Receipt Requested Town of Barnstable Board- of Health 367 Main Street Hyannis, MA 02601 Subject: 36 Way Off Van Duzer Road Cummaquid, MA Gentlemen: I am writing in regard to your notice of violation of 310 CMR, 15.00 the State Environmental Code concerning the above referenced property, .which I received February 28, 1987. Pursuant to the terms of that order, I hereby petition the Board of Health for a hearing concerning this notice. I look forward to further communication regarding this matter. Yours Truly, Douglas M. Lange l THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I m A- 7� DATA April 8, 1987 Mr. Anthony R.'Sapienza President of the Cape Cod Village Condo..'Assoc. 5 Lincoln Street Arlington, Ma 02174 SUBJECT: Violations:- Submitting engineer plans ' Dear Mr. Sapienza: You are reminded that the deadline for submitting plans by a professional engineer to correct your on-site sewage'disposal systems, is April 10, 1987: We have not heard from your consultant and engineer, since our meeting on Lurch 11, 1987. Non-compliance could result in a fine of up to $500.00, for each owner. Each day's failure to comply with an order shall constitute a separate violation. If you have any questions, please call Dale L. Saad, Coastal.Health Resource Coordinator, telephone number 775-1120, Ext. 182. Please advise.us of your progress. PER ORDER OF THE HEALTH DEPARTMENT John -M. Kelly Director of Public Health 4 cc: Peter Sullivan Arlene Wilson JMK/bs r Air. and Mrs. Anthony R. Sapienza 5 Lincoln Street Arlington, Ma 02174 Property owned by you at 301- Harbor Point Road, "Lands End%. Cummaquid, Ma. was evaluated by Dale Saad, Coastal Health Resource Coordinator for the Town of Barnstable on February 5; 1987, beacuse of a complaint or on a routine sanitation survey of the area. Your on-site sewage disposal system was found to be in violation of 310 CMR, 15.00, the State Environmental Code - Minimum Requirements for the Subsurface Disposal of Sanitary .Sewage. The following violations were observed: Regulation 15.02 (General Requirements) (11) Discharge to Watercourses: ' Sanitary sewage and other polluting water is allowed to.flow•into tidal waters and shellfish beds of Barnstable Harbor. (14) :Xpe of system: System does not discharge it's effluent to a suitable subsurface sewage disposal area. East Bone Hill Road,. Cummaquid, Ma., has been closed for shellfish harvesting because of contamination from Inadequate. on-site sewage disposal systems. Your system is in all probability a contributor to pollution. You are directed to have a professional engineer submit plans within thirty (30) days of receipt of this order upgrading your on-site. sewage disposal system to conform to Title 5, of the State Environmental Code and the Town of Barnstable Health Regulations. Puns for a tight tank may have to be submitted if a system abating all contamination cannot be designed. After approval of the Engineer's design, the on-site sewage disposal system must be installed by April 20, 1987. If no action is taken`in this matter, the Board_ of Health will consider condemnation of the dwellings. Yed,may request a hearing before the Board of Health if written petition requesting same is received within seven(7) days after the date order is served. Non-compliance could result in .a fine up to $500.00. Each day's failure to comply 'with an order, shall constitute a separate violation. PER ORDER OF THE HEALTH DEPARTMENT John M, Kelly, Director of Public Health I t :,l SENDER:Complete Items 1 and 2 uuhen additional services areLLdesired,and complete items 3.and 4. Put your address in the"RETURN TO"space on�the reverse side.Failure-to do this will prevent this ---'. c. ° tur-md to°,cu t!o rstu n recelot feeiiwili Dr,&Ide you:the name of the person r. deliv®red td and the date of deu .For additional fees the folloiwing services ere available;Consult - , postmaster or ees,en CREW es)for additional services)requested. 1. Show to whom delivered,date„and addressee's address 2. Q,'Restrict d Delivery.- 3.'Art11cle Addresw-d`to: "} 4.Article Number M/M Anthony R. Sapienza, P 042'998 184 , 5 Lincoln Street Type of serwce:' Arlington, 'MA 02"174 Registered Insured Certified 'COD . ' Express Mail : w 1 x.. Always obtain signature of addressee or r ` agent and,DATEMELIV.ERED. 8:Addressee's Address(O1NLYIf T requested and f-g,pa?d j - `S t 'PS Fp. Feb:IRSO -_ -- s 'DOMESTIC RETURN RECEIPT PS Form 3800, Feb. 1982 * U.S.G.P.O.1984.446.014 o -i O M o M � to n v v T m 7 3 a CD • m .•• z- M o z Z7 ` s o m Dm• Wm aOCD m ro na �c w z -n _� m a m o� (D � a 0 0 �n 4 5 N m ? y� m 7 m -n N (fnD zn ® C J a pF• O CD mm -n °° m.3- m o ti � o n �- W m o <m fD a D m M ma o rt y oD -4 a3 nm 9 u, n p r -• '- C3 A v r . �/-- C ),1ISTLn i /J n"a &I-W,el, . gr t6J9: ` �0 CA'( 367 MAIN STREET HYANNIS, MASSACHUSETTS 02601 February 5, 1987 Anthony R. and Priscilla Sapienza 5 Lincoln St. Arlington, MA 02174 Dear Mr. and Mrs. Sapienza: It has been brought to my attention recently that last months. storm did some damage to your property at the Cape Cod Village Condominiums in Cummaquid. As you are aware, your house is in the foredune and falls within the Conservation Commission's jurisdiction; therefore, if you- are planning any .repairs, you will first need to check with the Commission. Also, looking at your permit #948 for some work you did several years ago, it seems that you may not be in compliance with several conditions; specifically,. conditions #12, .#17, #20, #21. Our files show.nothing to reflect the existence of a new septic system as directed in condition #17, nor do our files reflect that a Certificate of Compliance was issued, as specified in condition #21. On February 5, 1987 I made a site visit to this location and observed that the house is in the foredune, not in back of the dune as specified in condition #12. For your convenience, I have enclosed a copy of your .permit which expired on April 19, 1985. Because of these serious possible violations, would you please contact me at your earliest convenience. Sincerely, . � 4 C. Diane Boretos Conservation Administrator cc: Dale Saad J File #948 ' �— t ">..uSz.», 039 �O kAV M. 367 MAIN STREET HYANNIS, MASSACHUSETTS 0260.1 February 5, 1987 Anthony R. and Priscilla Sapienza 5 Lincoln St. Arlington, MA 02174 Dear Mr. and Mrs. Sapienza: It has been brought to my attention recently that last months. storm did some damage to your property at the Cape Cod Village Condominiums in Cummaquid. As you are aware, your house is in the foredune and falls within the Conservatio Commission's jurisdiction; therefore, if you are planning any repairs, you will first need to check with the Commission. - Also, looking at your permit #948 for some work you did several years ago, it seems that you may not be in compliance with several conditions; specifically, conditions #12, .#17, #20, #21. Our files show.nothing to reflect the existence of a new septic system as directed in condition #17, nor do our files reflect that a Certificate of Compliance was issued, as specified in condition #21. On February 5, 1987 I made a site visit to this location and observed that the house is in the foredune, not in back of the dune as specified in condition #12. For your convenience, I have enclosed a copy of your .permit which expired on April 19, 1985. Because of these serious possible violations, would you please contact me at your earliest convenience. .Sincerely, 2 Ile E C. Diane Boretos Conservation Administrator cc: Dale Saad J File #948 J e' C�xecu�'�e t���cce a�C�n�ixa�amen�a����ix� Ihe rommonwea& q1J1,a.4.4ac1zmdeI14 a �p �p 700 Z�am4m;zrl J4ed COASTAL ZONE a�tan, //Ga�1�aCfiu�e� 02202 MANAGEMENT 6Art., (,....,... M E M O R A N D U M TO: David Rouse - Barnstable Conservation Commission FROM: Gary Clayton F E B 2 2 1983 DATE: February 15, 1983 SUBJECT: Sapienza. Filing - Wetlands Protection Act This wetlands filing involves an existing single - family residence located in the Harbor Point area of Barnstable. The structure is presently constructed on concrete block pilings which are located on a coastal beach/ coastal dune in Barnstable Harbor. The applicant proposes to replace the existing pilings as well as remove a stone rip-rap structure from in front of the building. 'My observations and recommendations are based on a site visit to this area on February 11, 1983. 1. The proposed work area includes an existing single-family residence (seasonal) which is located on a coastal beach and coastal dune. While this site is within the harbor, it is opposite the mouth of the harbor and is exposed to winds from the north and northeast direction. Evidence of active sediment transport along this shoreline is exhibited by the development of barrier beaches immediately to the east and west of this project site. 2. The replacement of the existing .pilings may be considered if the construction work. does not significantly alter the coastal dune. This might be accomplished by driving new piles next to the outer edge of the existing piles. This could avoid having to move the house to a nearby temporary location. 3. The bottom floor elevation of this existing structure must be raised to a height above the 100 year flood elevation as well as the expected storm wave height elevation. 4. The building must be adequately secured to the pilings and all utilities floodproofed. Pilings must be sufficiently anchored. 5. The stone rip-rap material should be removed and appropriately disposed of off the beach and dune areas. This rip-rap structure , if left on the beach, will continue to interfere with sediment transport along this shoreline as well as reflect storm wave energy to adjacent segments of the shore. 6. All construction work should avoid impacts to the coastal dune area. Heavy construction equipment should be transported to the site and operated from a shallow draft barge which can be placed on or next to the beach at the project site. 7. Access to the. residence should be clearly delineated and limited to a single wooden dune walkover structure. All the coastal dunes in . this area .should be protected and revegetated where needed. 8. To adequately consider this proposal, the Commission should have engineered plans which clearly identify the. contour lines for the coastal dunes within the project area; flood and storm wave height elevations; construction equipment and activity plans; pedestrian access routes and plans for a dune walkover structure; method of pile installation; piling depth requirements; and existing septic system disposal plans. _ . cc: B. Stevens, DEQE-Lakeville J. Clarke, CCPEDC J 01AW 0/ 91�al�id 0/ THONY D. CORTESE Sc. D �Q� Commissioner i PAUL T. ANDERSON J` 947-1o2L31, EXT. 680•-66L8L4aG ional Environmental Engineer November 12, 1982 : I Board of Health--- -- RE: BARNS.TABLE--Community_Systems z_ 367 Main Street . Title 5 Hyannis, Massachusetts 02601 i ATTENTION: John-:M. Kelly, Director of Public Health. Gentlemen: The .Department of Environmental Quality Engineering .is in receipt of your letters-_dated-September 3, 1982 -and-Octob-er-20,,- 1982-requesting—c-larification -- on waivers to provisions of Title 5., The State Environmental Code, with specific reference to the provisions of Section :15.02 (18) . Please be advised of the following as related to community septic systems, F 1. Community---sys-tems--with-flows-.-less---than-15-,-000--GPD are limited,. due to-institutional-problems rather than technical ones; however, if a .municipality or sewer district will own and maintain such a system, it would .be approvable. 2. Community septic systems with .flows greater .than :15,000 GPD would generally not -be.allowed'unless--compliance--with--the-..Department--'s-- -_ policy .requiring a treatment plant is achieved. The Department requires a higher .degree. of treatment .for all flows in this range and higher. - The Department is not opposed to this approach providing that no major variances (i:.e. .depth to groundwater, distance to wells etc.) to the provisions of Title 5 of The State Environmental Code ,are required. If there are any .questions .relative to the .above,' please feel .free to contact Mr. Ted Kae$ael Jr. or Mr. Joel Hartley of this office at the above number. . Very truly yours, ' L 7-7 LOW & WE LLER , INC. 9 v 477 MAIN STREET - P. O. BOX 11 [ Cu�J �°`' YARMOUTH PORT, MASSACHUSETTS 0 2 6 7 5 362 - 6 868 - 362 - 81 3 1 ._ MAR 5 198� September 1, 1981 MR. RICHARD REGAN 19 Canterbury Road Winchester, MA 01890 RE: Cape Cod Village - Buildings 1-14 Dear Mr. Regan: The estimated .cost for engineering design of new sub-surface sewage disposal systems for the above referenced J site is $2650.00. This cost includes: Set-up and supervise test holes Town inspection fee ' Backhoe services Field survey (locations & elevations) Preliminary design and recommendations review with town agencies Final design and approval to obtain permits This estimate does not include any filings with the Con- servation Commission (Notice of Intent.) , figure an additional $250. 00 if this is necessary. Work could commence immediately and be concluded by the #4 first of Oc-tober. A retainer of $1000. 00 is required with the balance due upon completion. If ' you have any questions, please do not hesitate to contact us. t Very truly yours, William G. Weller WGW:dlw f BACTERIOLOGICAL EXAMINATION rat. Activity Code 14x : OC Date 1 Animals Air Temp : Rain iJithin :oc�Zhrs Collectd 12 � 9�2 2 Dredging Date of rain :S��e 6 Tice Collector :�•L e 3 Shellfishing Wind A ' [, Boating . Tide : Amount of rai�'wr.2 S r e a :��n : S None y /Sam Area Designation :_ se 6 Waterfowl (liigh Low 7 Other Time of Water Rct./Ho. Cond Salin- Fecal Fecal Ratio E. Cp Ent Location I d� Bottle Sta it Coliform Strep FC/FS coli q tl CGpe. Cok V i`1c,Cy Cond0�,Ihiu,w` collect n temp y 136 Y `R�o. S i1 _ 6000 /Soo �-12 l 2 1^le�r�o�r k �� 02 fir•. 6-rz ti P C. Sk � bow. Goy 3 �o„mot rya . 30 o�. �. �. . -2— _ ardor �oir.�f R '?,'0 9 v`,^ 36 �D I G we-� aresi v�eRr ova. Gov _— S fps �0.s <o. s 31 C,Y\ all results expressed per 100ml Notes To w,\ 1' (� tne,s { Date /Time An a zed ----- Analyzed 'y Date Reported : ri �3 I 1� iI SI i BEACH � I BEACH 13� d EE �- J 1 4 20 Q o 6 OZ ; i I 1 DPI fR INC •� 1FSEND 22 FAILED CESSPOOLS ROq p 1O HAND AUGER 0 P PERCOLATION TEST SCALE: 1"=100 FIGURE 5-2 CAPE COD VILLAGE CONDOMINIUM ASSOCIATION SITE INVESTIGATION LOMBARDO GROUP 4mDAMES & MOORE ON—SITE WASTEWATER DISPOSAL ... MofcssaNK u.�►wrnors�r FEASIBILITY STUDY } a -�+ SWA3W/,!S aW7—VN/ 'AAV3.Y d/ 1N0/1'P'7 '/IA1/ 000a. 37M :779d1SNbf 9 4 Ni ii/II/N/`bf0ioN00 3ad771A N.11 Yl?1Sd�N I i 7 � 1 am♦wr w•o.oi wrrm.o rwroawww ' oian.ai awurr•mwww wrr�ouar � Mi o am w war wr roi w.w� 1 w OYl w i'YwO�o rww era ` . .. on sr wr rer an uuwr w nu u�wo� .• am m wes�' l•' " wwrwv o war Mm �awrao 41, At Al i / t AW 10 �L —a� bb6�t/ 37Bd15J1�bNb7 ` s., FIGURE 6-5 TYPICAL BURIED INTERMITTENT FILTER INSTALLATION A Distribution Box Vent Pipe Vent Pipe House Sewer, � /. / //. //, /i, //. //, /. / /,-// Septic ° ° :, .; Tan �; \;•; "° °. ischarge A Inspection Manhole and Disinfection Contact Tank (If Required) Profile LIEIz Top Soil Fill 61 l Drainage //, Marsh Hay or /.�� :.:. <'c `�;;;;;; '// /////// �i�,'• t:%,ir- i!,/////////////// •tc`�"!-�^:? �iiiiiii iiii Drainage Fabric ?. •... $ In. ////////////// ':'t%:�TYI'dv'1,�2.g s:::•ii ti;��:$1',; •.;,�.� l.J+'f :,+., " 1. .n�•,J°;;;r ///// /////,//„//// .r, ;.3.,.;•'?^:.ii�•.;ir.s�tti9.{,'R•:n�-et#�r,�'.+�rzsa '�':4`�.'�•s<f;�!,^%:///,/ Perforated or Open Graded Gravel 3/a" to 21/2 Joint Distributors / 24-36 in. Pea Filter Media Gravel ::G;,:" ;.S%'c"_Sc=`cN ////,/ ilia^lu:.f:+��}:• ,_�� 7 J`'.1 •:,I�i< �,;:.,...-�.'�} ///„/////„/////////. ' ••`:_%''�:�r•>F�a<;:3.�� :ti' ,:dir;�y�;�;,�:%?J•� i;L.ti`•:., r.�l:S'S:•s iiiii S• /,// //////////, •////,///� //iiii,�i% iiiiiiiiii%iiii/•�i:i"._ Graded Gravel 1/a" to 11/21, Perforated or Open Joint Pipe, Tarpaper Over Open Joints I Section A-A Fro,., DusAe, Wm4ek_w4fnY' T� _ 9 k V''no" <"�ewS f UTA 6-1 J 1 go-d I-L- 12 .;R, � "� �:sj� �`.tkr,ete;�k#xesar ,,�"��,:a' $®'."t�'y — -'a ;: .� •.3 _ _ �.,,.. ._ .. � A FIGURE 7-10 } 1 , TYPICAL MOUND SYSTEMS f• r 1' Straw, Hay or Fabric Cap Distribution Lateral ,_ Fill .0 - Absorption Bed Topsoil --- �-�" ::.,. � Moir r r � r / ! t ► ,` "�- . Plowed Layer of o Soil. �s S tope .............. AL _'oo—A,�r Strata or Impermea le Soil Layer.: (a) Cross Section of a Mound System for Slowly Permeable Soil on a Sloping Site. 1 1 F# �. D 3 � Pit 5 w D -79 �L- 07 Got y x Ci k �N G� totlilt I- � IV = , ICROWASTE NATIONAL CORPORATION �r 227 Hathaway Street East F tairard,Pennsylvania 16417 (814)774.4546 Thank you for your interest in the new InterSeptic System. We hope you find the enclosed brochure and newspaper article featuring the revo- lutionary Microwaste device informative and interesting. Below are the answers to frequently asked questions. Additional information will be sent as it becomes available. 1 . WHAT HAPPENS TO THE WATER? Because the solids in sewage are so effectively dealt with by the Microwaste device, treating the water is relatively easy. All remain- ing environmental contaminants can be neutralized or removed through secondary water treatment processes. Where necessary, an Ozonation system can be incorporated to kill all the bacteria, viruses, patho- gens, giardia cysts, etc. Once the water poses no threat to the environment, it can be disbursed in one of several ways. For example, it could be recycled for irrigation purposes or discharged into a waterway or through the soils where appropriate. 2. WHAT IS THE COST OF THE SYSTEM? At this time, the Microwaste device as described in the brochure has a suggested retail cost of $4,000. The secondary water treatment • system i.s additional , as are all installation costs, which vary greatly. 3. IS IT APPROVED FOR USE IN MY AREA? The Microwaste device is just emerging from the research and develop- ment stage, and is presently undergoing field testing in several o actual homes. It is our intention to submit the InterSeptic System for evaluation and certification by the National Sanitation Found- ation, an agency recognized by State Health and Environmental officials Until certification is obtained, the System is officially considered an experimental device, which limits us but does not totally prevent us from installing the system. The device is working effectively and has come through the R and D •phase. 4. HOW IS THE INTERSEPTIC SYSTEM GOING TO BE MARKETED? Microwaste National will soon issue territorial dealerships to selected parties who will complete an authorized training program. b Those who `would like to be considered should write a brief letter outlining their qualifications and provide a general description of the territory to be considered. Please contact us concerning any questions you may havQ1 Sincerely, Burton Axelrod, President Allen Orr, Associate t 3_ terSeptic 603-382-7105 603-382-3078 SYSTEMSF 26 Main Street New England Plaistow, New Hampshire 03865 INC. Description of the Interseptic System The Interseptic System is a computer controlled microwave filtration device designed to operate as an on-site waste water treatment process for residential and small commercial development. Physically, the device consists of two chambers (a duplex unit) for processing sewage waste; measures approximately 31 ' x 21 ' x2} ' ; and weighs about 180 pounds. The unit utilizes 220 volt, single phase current and can be located in a basement, garage, or underground in a conventional 1000 gallon septic tank, wi-th a modified access hole . �Operati0.- pimiliar to and safer than a conventional microwave. oven.- The operational process ( see attached flyer ) begins with the collection phase which separates solid sewage waste on entrance to the system. The solids are trapped and held in a reaction chamber while the liquid .is clarified by passage through special ceramic filters as it flows to the lower chamber and thence through the water outlet to the point of final clarification and purification. The processing phase begins when Unit A reaches its capacity. The sensing unit then shuts the inlet valve to Unit A and opens the inlet valve to Unit B to accept new waste. The sensing unit activates the blower and verifies positive air flow required for safe processing. The Microwave Unit is then started and rapidly dehydrates the solids . Simultaneously, electical coils begin heating and reach flash tempera- tures sufficient to incinerate the solids and leave nothing but sterile ash . when incineration is complete, the final phase is completed when the pneumatic delivery system automatically removes the ash to a storage receptical . The processing cycle is then complete and Unit A is ready to begin again `c:ith a new collection phase when V nit B has reached its capacity. The , complete cycle for- each of the duplex units is approximately forty ( 40 ) minutes and the capacity of each chamber is 7-8 flushes of solid waste matter . The off luent water is now at a cleaner. state than of f luent water f rom a conventional septic tank since all but suspended solids have been removed. However, one of the advantages of the Interseptic System is the ability to further clarify and purify the effluent water, through the use of an optional purifying module utilizing ozone, until it can be returned i r,F ' to the ground with or without the use of a leach field , as state and local rules may allow. Because of its unique method of solid waste disposal , the InterSeptic System provides a range of advantages over conventional septic systems . The most striking advantage of the Interseptic System is in its ability to function as an on-site waste water treatment facility in all applications . Land that is currently barred from use for various. reasons . specifically connected with sewage and septage problems can become available for use where such land meets all other land use qualifications and where its use would be consistent with environmental and community planning goals. All communities that lack a municipal sewage system and treatment plant are faced with a shrinking number of disposal sites for septage . The individual homeowner has the immediate. advantage of not having to have his septic tank pumped out , nor does he have to be concerned that the septage hauler will find a disposal site. The versatile Interseptic design allows for the expansion of the system to meet increased needs. Multi-family units , cluster housing and condominiums have the additional advantage of needing only the number of purifying modules required to meet the desired quality of effluent water . Multiple Interseptic System units can be connected to one purifying • module resulting savings on equipment and installation costs. Other innovative uses of the Interseptic System in multi-unit development are possible. It has been suggested that the effluent water used directly from the InterSeptic System could be used as irrigation water for a planned community development or condominium greenhouse. Suggestions of this nature are feasible because of the ,degree of control over the quality of the effluent water . Because the InterSeptic System is new technology, most state codes and/or statutes are not written in a manner which would allow the fullest use of the system. In particular , the methods mandated for the discharge of effluent water should be updated to deal with the water from the InterSeptic System. This water , when coming from the ozone purifying module is not harmful tc the environment. In fart, properly used , the InterSeptic System can be a powerful water conservation tool. a.nd should be viewed as such . Once each •state satisfies itself that the InterSeptic System does what the ma-nufacturer claims it will do, then .action should be taken to revise codes and statutes to include provisions for the use of this revolutionary and innovative technology. The sewage and septage problem is threatening to completely overwhelm our aquifers. We don ' t have the luxury of waiting years to fully utilize new methods of dealing with the . problem. Action has long been needed to reverse the trend toward the pollution of our water . r, Some individuals and officials from areas with chronic severe drought problems envision recycling the water from. the InterSeptic System for use in subsequent flushing of bathroom fixtures, for watering lawns and for irrigation use. The possible benefits and applications of the InterSeptic System are many and the basic principle of the process can and will be applied to other devices that will address marine, medical and community sized problems. Microwaste National currently has two major product . development programs that .cou.ld , have a significant impact on the nation' s sewage problems. Building of pilot models of both products could be as close eighteen to twenty-four months. Research and development is now being done to provide a system to deal with the sludge problem in community waste treatment plants . An of f ective, energy of f ic-ient method of reducing sludge to a small quantity of fine ash would leave only the problem of seperating heavy metals from the ash. This problem is being addressed at this time and we are confident we can find the solution. A major problem of small communities that have no waste water treatment plant is the disposal of septage from conventional septic systems. Since septage is 30-50 times denser in solids than sewage in community sewer systems, it becomes a major factor in sludge build up at treatment plants that accept it . Microwaste National hopes to produce a system capable of handling 10 ,000 gallons of septage per day. In addition to these major projects, two smaller products are in the development process. Design and engineering studies have been done on an InterSeptic System unit for marine use. A unit designed for use in hospitals for the disposal of feculent, putrescent and infectious matter could be produced when market studies are finalized. Microwaste National Corporation will continue to research and develop other uses and improvements. CAPE COD VILLAGE CONDOMINIUM OWNERS ROSTER 1991 Unit #01 WEE HAUS Unit #02 PILGRIM HOUSE Unit # 03 BRADSTREET Unit #04 TATTING HOUSE Unit # 05 SAIL LOFT Allari & Wanda Fooks Agnes Sweeney Judy Markland Carl Schmidt Sue Eaton Gene.Guill 10 Russett Lane 243 North Street 24 Westland Road 150 Highland Ave. 519 Cambridge Road Winchester MA 01890 Boston MA 02113 Weston MA 02193 Newark Mf 14513 gala Cynwyd PA 19004 H(617)-128-8889 H(617)-523-6878. H(617)-899-7993 H(315-331-3291 H(215)-668-9669 O (617)-956-6629 O O (617)-572-9440 O O C C C (508)-362-2693 C C Unit # 06 PLYMOUTH HOUSE Unit #07 BLACKSMITH Unit # 08 FISHERMAN'S Unit # 09 TOWN HALL Unit #10 CAPTAINS HOUSE Douglas & Patricia Lange Terry & Gloria Benbow Everett & Nancy Winslow Frank & Jo Cassell Al & Rita Pawlina 11 Whittier Street 195 Merwins Ln, Greenfield Hills 77 Old Hickory Road 606A Sheffield Dr. 31 Southgate Road Cambridge MA, 02140 Fairfield Gr 06430 Cumberland RIB 06048 Lanohurst NJ 07452 Wellesley MA 02181 H 617-492-4346 H(203)-254-7099 H(401)-334-3326 H(201).445-6266 H(617)-237-6230 O 617-965-9600 O (203)-576-4041 O (617)-769-5410 O O C C C C C (508)-362-4918 ' Unit # 11 RED SCHOOL Unit # 12 YE AUAIYIIS Unit # 13 GULL COTTAGE Unit # 14 LAND'S END Unit # 15 VILLAGE STORE Gerald Simenson Dick & Ellen Regan Robert & Phyllis Yawitt Anthony & Priscilla Sapienza Rick & Karen Moriarity 4 Vista Gardens Trail 19 Canterbury Road 65 Arnold Road 5 Lincoln Street' 25 Fox Hill Road Vero Beach FL , 32962 Winchester MA 01890 Wellesley MA 02181 Arlington MA 02174 Shrewsbury MA 01545 H(407)-569-3004 H(617)-729-4422 H(617)-235-8164 H(617)-641-1512 H(508)-842-0239 O O (617)-274-2468 O (617)-964-9538 O(508)-686-3833 O (508)-366-4200 C C C (508)-362-8707 C (508)-362-8707 C Unit # 16 WINTHROP HOUSE Unit # 17 BOAT HOUSE Unit # 18 CANDY Unit #19 STURGIS LIBRARY Unit # 20 MARSHFIELD C. Bernard & Fulp Paul & Nancy Labb Mr. & Mrs. Charles Lynch Owen & Jane Carney Charles & Charlotte Collins 14 Kewadin Road 15 Aquaduct Road 3004 So. Hill Street 69 Meredith Circle - Waban MA 02168 Wayland MA 01788 Stoughton Trowbridge Circle -; MA 02072 Arlingtron VAS 22202 Milton MA � 02186 H(617)-969-08�2 H(508)-653-59�6H(617)-344-6492 H(202)-684-9016 H(617)-698-4765 '4 O O (617)-426-9620 O (617)-421-8482 O O (617).-588-3344 C C (506)-362-8847 C C C Unit # 21 CRANBURY Unit # 22 BAYBERRY Charlotte Green Walt & Marge Canady 999 Esplanade P.O.Box 3 'rt Pelham Manor W 10803 Cummaquid MA 02637 H(914)-738-5019 H(508)-362-3440 O O C C C� Cornelius J. O'Leary eVae,, /- Acting Director J i (617) 292-5647 ( /'/'��>ULtP./`' &e , -qo&,o L, 0210& a PUBLIC NOTICE THE STATE ENVIRONMENTAL CODE, TITLE 5: MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE (310 CMR 15. 00) was promulgated to provide minimum standards for the protection of public health and the environment when circumstances require the use of jindividual systems for the disposal of sanitary sewage in areas where municipal sewage systems are not accessible. The Department of Environmental Protection, Division of Water Pollution (DEP/DWPC) is charged, with the responsibility for the consistent application, enforcement and interpretation of Title 5 statewide. The DEP/DWPC intends to revise the existing code, last amended in ' 1978, to address technological advances in the design, siting, and operation of subsurface sewage disposal systems as well as an increased understanding of the underlying physical and biological processes. To assist in this effort, the Division of Water Pollution Control is seeking proposals for an evaluation relative to three . components of Title 5: (1) Administration, (2) Technical Standards, and (3) Enforcement. A Request for Proposal (RFP) is now available. To receive a copy please contact:..-.. .Mr. .Bryant: Firmin, DEP/DWPC, 7th Floor, One Winter Street, Boston, MA 02108 . Telephone (617) 292-5663 . I BJF/wo 67/code Original on Recycled Paper GOMPARiSON SUMMARY 1989-90 - TOBEY TRASH DEMOLITION TRASH DEMOLTIOM 1989 1989 1990 1990 BATE TOTAL TONAGE TOTAL TONAGE TOTAL TONAGE TOTAL TONAGE MAR 1 11.77 0.00 0.00 0.00 MAR 2 10.01 0.00 0.00 8.01 MAR 3 14.17 0.00 0.00 0.41 MAR 4 19.96 0.00 0.00 0.00 MAR 5 0.00 0.00 2.81 3.22 MAR 6 18.55 5.14 9.01 21.37 MAR 7 9.56 0.00 0.13 0.00 MAR 8 4.58 0.00 0.00 13.40 MAR 9 13.16 0.00 1.32 4.95 MAR 10 13.04 0.00 3.97 0.10 MAR 11 6.20 0.00 0.00 0.00 MAR 12 0.00 0.00 0.O0 0.00 MAR 13 12.55 3.44 7.71 0.00 MAR 14 22.63 5.13 0.00 0.00 MAR 15 11,53 0,00 0.00 0.00 TOTAL 167.71 13.71 ' 24.95 40.46 li II ! I • • • 1 • 46,Alf h • • • � yS� 5S S • • • • • • • i '•sue TOW i OF BARNSTABLE, MASSACHUSET' ASSESSORS "PS I,1'e /1 IN Gaa'+� coo vla.&eL� .:� /� i / CONDO MINIVMS � _ IW e JL yflL � � y.a0.c. i � Pncf ec _� �• / Q 0 O to AI !g 1.0 2 a.:c V4N0uZfR � •4 � � Ti i'` �• JL ® ::a •• /� �r at 1• '10 � •I 4yAC Q O A. 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A __. __... b5_ ARNOLD.-RD _ -----WELtESLET T -MAC 21-617 BA 3534/-tY_3_7.__-UNIT-'13 _._ - 35.2_-035-0_D APIENZA,__ANTHONY _R_ �ONz - PRISCI_.LLA S =SAPIENIA- - e St. ARLINGT-ON MA--2174 8 "'S334"I-'17t-UN"IT�L _..--5 �n `.0-- °5 52_03.5_-DDO MORIARTY,_ RICHARD-_:J- J-----KAR£At :_K _N10R_IARTY^ - SHREWSBURY--- MA- 1545-BA�13951�1b UNIT`7S ��.��s_._H_lL. a�.-..--- 52_03 5__O D P��,,�F_U L P,-__C.. B E R N A R D__.. _ .---__--.M A R J O R I E-_M F_U L_P j�f Cie a�� n N EWT O N- ----- M A_--Z 1 6-8--B XA Z T 14 J Z Y 6-U N I T-1 6 �t �2; - .5?D35__.OflQ -LABB,-_.PAUL A. &-_NANCY 1.5_AQUEDUCT _RD{ ATCAND - "-MA-1`T78-"Bri-St 441�336 ::UNIT- tT °`� 5.2__035__DDRI/LYNCH, _.CHARL.ES._0___JR _&_ -_-LYNCH,__MARGARETA i_____6; �_-STOUGHT-ON �--"MA-2072--BA 46421-.'t66-UNIT-7-8 - 4 1`c,to� - `" _52_0.35_ DOW ARNEY,._ OWEN J _ _ _.. -----_. JANE C CARNEY3ooy _ aa- C1 }jai $�_ARLINGT0N VA-IZZUL BA 15Y5/_L36:-UNIT- 1y-- � ' 52-035_-DOTd/COLLINS,.._ CHARLES__ ____ _, ---�HARLOTT£-_COLLINS �9.lwDere� }� MILTON - ---^ ►A -2186-BA L57.yl-285 UNIT ZU_- .> .5.2-03.5__flOUd/ REEN._ AL AN -- --------_-. CHARLOTTE.: f GREEN -- ano..ceC` PELHAM`MANOR - NY_ i0803--BA 15951-Z11- UNiT Z1 -------9a - -- 5 ` 52-0.35_ODV. CANEDY,__ WAL.TON_F - --^------M.ARGARET H CAN_ TDY-�©jx CUMMAQUZD- -- --MA- 2b31 $A '159b'1:34 UNIT -LL 5' 52__05-8 - - G.RAMSE, _ERNA_ L_ __. .---.._.__ S5 NORTHAMPTONST®-----__.___- HOLYOKE - MA:1U4t7-BA-t54LU-1� S-/ 54 5.2_-0.59 0.01_-DUNK.BERNARD ___-&.-ANN_K _ _BOX__ 313 __. __ CUMMAQUID _-_MA-2637--BA-t966.3-`80- -"15-- 52 _059�flO2_DUNK, ANN K -:.29 T_ ISQhANTUM__R0 ---_-.- - CUMMAQU-I-D T'OA-:Z63Y-BA-t2St68-4U tf 56 52-D.6.D. __.-.____KOOPMAN, PARKER_ _M._-__.-- __.-112 G_ OVER NOR S WA.Y_._RFD--/#1 -- SA-RNSTABLE `.. NiA--26-3t1BA-`.C5684__.90 >._ 20--&751-` zio..61 GRAMSE,___HAROLD_-tid- ANNA BELLE GRAMSE_ - --- __- - -5_PR3TdGF.I£LD.:, .. ` -MA----77Z9-BA-05692� -6S 59 .. .. 601 t 1.. CAPE COD CONDOMINIUM PUMPING RECORD DATE APPROX. GALLONS TOTAL DAILY GALLONS 7-8 am 2500 7-8 'am 2500 5000 7-26 pm 2500 2500 7-27 am 2500 7-27 am 2500 7-27 pm 2500 7500 7-28 am 2500 7-28 am 2500 5000 8-3 - pm 2500 2500 8-4 ' am 2500 8-4 am 2500 8-4 am 2500 5000 8-9 am 2500 8-9 am 2500 8-9 am 2500 8-9 am 2500 8-9 am 2500 8-9 pm 2500 8-9 pm 2500 8-9 pm 2500 8-9 pm 2500 8-9 pm 2500 25000 8-16 am 2500 8-16 pm 2500 8-16 pm 2500.. 7500 8-18 ? ? 8-18 ? ? 8-18 ? ? 8-18 ? ?' 8-22 ? ? 8 22 , .E .: . 8-23 am 2500 ` 8-23 ? ? I 8-23 am 2500 8-23 am 2500 8-23 pm 2500 8-23 pm 2500 g TOWN OF BAR(N,STA B LE , MASSACH US E`� ri ASSESSORS MAPS / 183 CAPE COfo 'V I LL`41�6 IPA 1 1 \ CONDoM-li. IluM J S — _ a — 30 I a � 7AC• 13 5�/ 'Z 0 4\0 A j % Q P,ci e.T o G Pa2T OF cr � cr- ► Y © z i `' o i� O i O I :O a l I 8S ® 10 N .60AC. 1.07 A.c •: �o �Alyl) 29 33 3i _ 8 0 82 29 ED 164 oCD �DJ 45QC OD Q o 4 ��\ o . Z9 WAY Zol 2s .234C 15 0. .234C. m a S !0 9 0 82 " 2 \ ,sip. ap SQUANTUm 2 _ 912'S - PA 2T o SZ ------------ 11 14. a Lim J1L / _ I a \_ 205 ?� A 3 CAPE COD VILLAGE 0 \� C ON DO MIN I vM S = \ / 14-3SZ-7 ar // SCALE I"=100, I100 o 100 200 No MT o t TABLE 7-7 TABLE 7-7 (continued) SITE CRITERIA FOR MOUND SYTSTEMS Depth to Impermeable Barrier 3 to 5 ftb, Item Criteria Percolation Rate 0 to 120 min/in. measured at 12 to 20 in.c Landscape Position Well draineu areas, level or sloping. Crests of slopes or convex slopes most desirable. Avoid depressions, bases of slopes and concave slopes unless suitable a These are present limits used in Wisconsin established to coincide drainage is provided. with slope classes used by the Soil Conservation Service in soil mapping. Mounds have been sited on slopes greater than these, but Slope 0 to 6% for sails with percolation experience is limited (25). rates slower than 60 min/in.a b Acceptable depth is site dependent. 0 to 12% for soils with percolation rates faster than 60 min/in.a c Tests are run at 20 in. unless water table. is at 20 in., in which case test is run at 16 in. In shallow soils over pervious or creviced Typical Horizontal Separation bedrock, tests are run at 12 in. Distances from Edge of Basal Area Water Supply Wells 50 to 1.00 ft Surface Waters, Springs 50 'to 100 ft Escarpments 10 to 20 ft Boundary of Property 5 to 10 ft Building Foundations 10 to 20 ft (30 ft when located upslope from a building in slowly permeable soils). Soil Profile Description Soils with a well developed and relatively undisturbed A horizon (topsoil) are preferable. Old filled areas s3iouid be carefully investigated r; ':rupt textural changes that. v:cAul d affect.water movement. New`y filled areas should be avoiried untel proper settlement occsrs. Unsaturated Depth 20 to 24 in. c'' Ansaturated soil should exi s c C<,:;; en the original soil surface aa(i seasonally saturated or Dervious or r crev,ced bedrock. • 24[ 243 D\R "ems�up,6u'I-soa-L- 06 y. L 19N ( ,®Pv^i �i D i� ' f7�S �yA-v i)eT ��ve���� lob ���-��'►,^_, r -- ' . ,- _� ��.��� ���C 2 . Pv -P)n<j6 i �o no �-�` r r a � i �� d 24� i9sTO OF FEB 28 ice. I VV Y,3-7'v 'nA h tiVM vr� 1� a _ a 13 SEPTIC TANK EXISTING EXISTING WEST SAND FILTER MOUND DOSING MOUND No. 3 PUMP STATION HOLDING TANK PUMP STATION 14 12 o® 0 SEPTIC TANK f- ® g0 No. 2 ~O 10 11 v 12 15 16 107 18 SEPTIC TANK EXISTING HOLDING 1 g TANK No. 2 FLOW SCHEMATIC CAPE COD CONDOMINIUMS FLOW SCHEMATIC LOMBARDO GROUP DAMES & MOORE a sams— A PROFESSMNAL LOOTED PARTNERSW 77 TABLE 6-7 DESIGN CRITERIA FOR BURIED INTERMITTENT FILTERS f Item Design Criteria Pretreatment Minimum level - sedimentation (septic tank or equivalent) Hydraulic Loading All year <1.0 gpd/ft2 Seasonal <2.0 gpd/ft2 Media ri Material Washed durable granular material (less than 1 percent organic matter by weight) Effective size -0.50 to 1.00 mm Unif. Coeff. <4.0 (<3.5 preferable) Depth 24 to 36 inches Underdrains f Material Open joint or perforated pipe SlopePP 0.5 to 1.0 percent Bedding Washed durable gravel or crushed stone (1/4 to 1-1/2 i n. ) Venting Upstream end Di stri buti on Material Open joint or perforated pipe Bedding Washed durable gravel or stone (3/4 to 2-1/2 in. ) Venting Downstream end Dosina Flood filter; frequency greater than 2 per day k •' bpi ' c F�. �GlS•. �. ��� � tV► '� ter` ro L up 02suLTS V.lEQE I�tCiu4!'1ti�, w#TH uN 3u�'rr e�..c soy 4. .*10 Logs AvktLAW-9 9.1985 Y� rxv,a�: VI Yt O TEST t1dCEs . 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ST 5 X 10— 2. 2,000 GAL./HEAVY DUTY i i .. CAST IRON BOLT POCKET - a 1 .,'• �..DIA.BOLTS 10'-U" I � A CLOSED CELL r I NEOPRENE GASKET 1 1 I TYPICAL BOLT CONNECTION 6.-Q..' 24"DIA COVER PLAN VIEW B 5'-0.. 1 —7•_�. B e B.. _ 1 r INLET 8-OUTLET •'-. e T. 0 �- - - - - - - - - - - - - - J = PLAN VIEW 1S16••DIA HOLES 7._Q.. �.. 8,�„ 24" DIA. COVERS LI LIQUID 7-9%- I LEVEL e 6" WALLS • ., - 4"BAFFLE ., _ OPTIONAL-MUST �P. . •L. . v ..•�. .Q •.I, y ,.-. .• .�•, rp .�• •Y.' :f 6•. - BE SPECIFIED 10'_3'• - - - . _ a r'•. ASSHOWNABOVE SECTION B 6 ' 8" DIA. INLET 0 „- ' 1•-0.. SECTION A-A L. .r, V-'6, � 8" DIA. f'�. 3•, v.• OUTLET 2.-2•. �. SPECIFICATIONS - -__ _ - •"•f` inimu i Fi.-ercth - 5 000 P.S.I.@ 28 Days Tees - Provided and installed b others { s.�.. - - _ . .. --- es y '' ' •Steel Reinforcement - ASTM A-615-75, Grade 60, 1" MIn. Cover •Construction Joirit-Sealed with ne pi ,—yasicctr;, i..I0 U 1cu i\+ Design Loading AASHO HS20-44 chamfered corners v% ,1 7/8"dia. bolts . 5'-4" 7.-4.. r• 'J LIQUID �•: LEVEL • .1 , o •y CROSS SECTION VIEW SPECIFICATIONS - • Concrete Minimum Strength - 5,000 P.S.I. @ 28 Days •Steel Reinforcement -ASTM A-615-75, Grade 60, 1" Min. Cover e Design Loading- AASHO HS20-44 Tees - Provided and installed by others •Construction Joint - Sealed with 1" Dia. Butyl Rubber or equivalent ^ I l?L_I T - t R� . x 9,21 x�\.o �� �26 SS 9•� '��stsrr�ia�E -r-b��l3crrrn<•�1: z(�\x 18•�� �o.a(•+.c�) _ 2"30,�� 3'��52� ' z = to s,�. m Epps z( lox E> (o � Zk -751 Slab- $oIL. 1.8�kItX\6-(p kCIZA-(A) 10 925.2'� FQ..LCilO'e\j '9.Z. lP,.i6 x2- + 11 XZ) zo Z lC� OZ Z _ -TOT�C.�EStSTA,1..1.L�c 2 SC7�S Z. .— .. •:8i1i '.L"'�. ... .s�?'�.,—w _ - _ --_ 9 000 GALLONS PRECAST SEPTIC TANK - - ST S--X 10 — 9 WITH BAFFLE 1 CAST IRON BOLT .... _ _---- . . POCKET S»DIA.BOLTS a 1 r A A COVER. 1�4A CLOSED CELLNEOPRENE GASKETU p`{>¢4.titT UsL.1�T p1'�T � M u" lOTYPICAL BOLT CONNECTIONtV 24~ PLANVIEW18•-r ',•'. ••:::. ... .•.„ ..., 8~OUTLET 13- 1516 HO S2-L9'-2X~ 4f ,�j7� E LIQUID8'-0•'7•-9% LEVEL4-BAFFLE L4%- OPTIONAL. MUST BE SPECIFIED 4'-9~AS SHOWN ABOVE SECTION B-BSECTION A-A01'f})� fl PETER SULLIVAN STI€�.V11..1 As5 S SPECIFICATIONS No. 29733 •Concrete Minimum Strength -5,000 P.S.I. @ 28 Days •Tees- Provided and installed by others Steel Reinforcement-ASTM A-615-75, Grade 60, 1 Min. Cover •Construction Joint Sealed with neoprene gaskets,and bolted in FSSIoNAtEN6 ..*Design Loading-AASHO HS20-44 chamfered corners with 7/8"dia. boltsJj �� �"+�' y � :