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0337 SOUTH MAIN STREET - Health
337 South Main.Street Centerville P A = 207 068 //// �aEcvccco� md ea . �vz IN UPC 12543 No.53LOR c�Po�coNSo�` HASTINGS, MN Christopher Kuhn called on 08-27-2020 at 11:12am , He stated the septic failed on 11/2019 with Jim Ford Septic. The property located at 337 S. Main Street, Centerville, MA 02632. We never received the failed report from him. Christopher paid $450.00 for report and he never received a copy. The home was sold on 02-12-2020 to LLC. Christopher Kuhn stated the home price was reduced for the septic to be repaired. Mr. Kuhn didn't know the report filed. The previous owner wants us to address Mr. Ford regarding this inspection. I did advise him to speak with the attorney who represented him during the sale transaction. �� 7W- r . . DELIVERY ■ Complete•itemS 1,,2,.and 3. A. Sig ■ Print yournarneddregs on the reverse � ❑Agent so that'vlre"can=r _ rn the card to you. ❑Addressee ■ Attach thiscaitto the back of the mailpiece, B R ed by(Printed Name) C. Date of Delivery or on the front if space permits. .p D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑No Christopher Kuhn 49 Weaver Road Centerville, MA 02632 3 Service Type ❑Priority Mail Express® II I IIIIII Ilil III I II II II(I I I i ❑ ult Signature ❑Registered MaiiTM (I IIII I III(I I I ❑/4d. ult Signature Restricted Delivery ❑Registered Mail Restricted Certified Mail® Delivery 9590 9402 1933 6123 1430 62 ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise n r..ollect on Delivery Restricted Delivery ❑Signature Confirmation TM' . lured Mail ❑Signature Confirmation Y 7 015 f 117 3 0 0001 4990 3035 ;ured Mail Restricted Delivery Restricted Delivery er$500) PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt .I USPS TRACKING# First-Class Mail Postage&Fees Paid USPS Permit No.G-10 9590 9402 R 3 6 23 1430 62 � Un!!'nd States •Sender:Please print your name,address,and ZIP+4®in this box* I Postal Servicp--- - -.-------- k I =� Town of Barnstable Health Department I � 200 Main Street �Hvannis, MA 02601 i i I i Certified Mail#7015 1730 0001 4990 3035 Town of Barnstable Regulatory Services HARNSTAHM Richard Scali, Director '` ftoa �A Public Health Division Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 October 19, 2017 Christopher Kuhn 49 Weaver Road Centerville, MA 02632 NOTICE TO ABATE VIOLATIONS OF 105 CMR 410.000, STATE SANITARY CODE II—MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION The property owned by you located at 337 South Main Street, Centerville, MA was inspected on October 18, 2017 by Timothy O'Connell, R.S., Health Inspector for the Town of Barnstable. This inspection was conducted in regards to Chapter 170 of The Town of Barnstable. The following violations of the State Sanitary Code were observed: 105 CMR 410.500: Owner's Responsibility to Maintain.Structural Elements: Observed a large open seam in the middle of the shower wall. Water staining observed on ceiling within the living room area. You are directed to correct the violations listed above within thirty (30) days of your receipt of this notice by repairing ceiling and removing the source of chronic dampness causing these defects (Leaking roof?); by repairing area within the shower with the large open seam. You may request a hearing before the Board of Health if written petition requesting same is received within ten (10) days after the date the order is served. Non-compliance will result in a fine of$100.00 per violation. Each day's failure to comply with an order shall constitute a separate violation. Should you have any questions regarding the above violations, please contact the Town Health Division and ask to speak with the inspector who performed the inspection. PER ORDER OF - E BOARD OF HEALTH Thomas A. McKean, R.S., CHO Director of Public Health Town of Barnstable QAOrder letters\Housing violations\10-18-17doc TOWN OF BARNSTABLE BOARD OF HEALTH ARTICLE II: MINIMUM STANDARDS FOR HUMAN HABITATION Date ®—t ' Time: In Out Owner ^-� Tenant z 3 7 S r1j c Address Address J Compliance Remarks or Regulation# Yes NO Recommendations 2. Kitchen Facilities 3. Bathroom Facilities / 4. Water Supply 5. Hot Water Facilities 6. Heating Facilities 7. Lighting and Electrical Facilities 8. Ventilation 9. Installation and Maintenance of Facilities 10. Curtailment of Service 11. Space and Use 12. Exits IJ 13. Installation and Maintenance a ce of Structural Elements 14. Insects and Rodents V/ 15. Garbage and Rubbish Storage and Disposal 16. Sewage Disposal 17.Temporary Housing 18. Driveway Width 19. Number of Tenants Observed PART II 37. Placarding of Condemned Dwelling; Removal of Occupants; Demolition Number of Bedrooms -� Number of Vehicles Allowed (max) Number of Persons Allowed (max) '' Person(s) Interviewed Inspector If Public Building such as Store or Hotel/Motel specify here f TOWN OF BARNSTABLE BOARD OF HEALTH ARTICLE II: MINIMUM STANDARDS FOR HUMAN HABITATION Date t V'� T Time: In Out 1 Owner Tenant Address "` - �� Address 3 Ck Compliance Remarks or Regulation# Yes NO _• - Recommendations 2. Kitchen Facilities s 3. Bathroom Facilities Y�� I" �- i' 4. Water Supply �u.� ,,�.•1,�, 5. Hot Water Facilities t 6. Heating Facilities T 7. Lighting and Electrical Facilities .� 8.Ventilation 9. Installation and Maintenance of Facilities Curtailment of Service 11. Space and Use 12. Exits 13. Installation and Maintenance of Structurali1- Elements �/1T 14. Insects and Rodents 15. Garbage and Rubbish Storage and Disposal 16. Sewage Disposal v 17. Temporary Housing 18. Driveway Width 19. Number of Tenants Observed - PART II 37. Placarding of Condemned Dwelling; , RemgVa of Occupants; Demolition r Number of Bedrooms Number of Vehicles Allowed (max) Number of Persons Allowed (max) i:. Person(s) Interviewed Inspector y ^ If Public Building such as Store or Hotel/Motel specify here 1 �o rt Proposed Pub 337"South:Main:Street,_Center_ville Design Flow: • minimum flow for a restaurant(310 CMR 15.416(3) = 1,000 gpd • existing 3 bedroom house=330 gpd • total design flow = 1,330 gpd • approximate size of leaching system = 1330/0.74 = 1,800 s.f. Variances Needed Title V • setbacks to foundation and property lines for leaching system • use under sink grease removal system in lieu of grease trap BOH Regulations • 360 -1; 100' offset from wetlands • 360—45; Zone of Contribution to Saltwater Estuary—proposed deed restrictions for 337 South Main Street and 49 Weaver Road to limit total over all flow of both properties—as discussed at June 14th meeting. 42005-012 Kuhn-BOH-I Crocker, Sharon From: Crocker, Sharon Sent: Wednesday, October 30, 2019 1:06 PM To: Flynn,Judith Subject: 337 So. Main St Cent - Proposed- BOH Oct 2011 Attachments: 337 SMai.pdf; CRAI.pdf; 337 So.Main St Cent - Proposed- BOH Oct 2011.pdf Judith, This is the package that Steve Wilson presented to the Board in Oct 2011. Please forward this email, with its attachments, to Baxter Nye. No perc attached but there may be something they find helpful. 1) Summary Page 2) Schematic Septic Plan dated 10-07-11 3) Town of Barnstable's map of Craigville's Critical area established. Thank you. Sharon 1 �+ +"dam _ 339 � . �'":�� �� � P�roil i TO: Board of Health, Town of Barnstable 200 Main Street �� .Sew Q� Hyannis, MA -20// FROM: Eben L. & Sara Arlene Johnson 349 South Main Street Centerville, MA 02632 SUBJECT: An expression of concern relating to informal discussions between t; the Board of Health and Christopher Kuhn regarding a restaurant to the rear of 337 South Main Street, Centerville, MA. This letter expresses our great concern regarding a proposal that a restaurant being considered for the lot at 337 So. Main St. Centerville, be permitted to utilize the combined flow of the lot and a parcel at 49 Weaver Road, in order to accommodate the anticipated effluent flow. The "swapping of flows" is a paper credit which allegedly compensates for excessive flow at another location. It relates solely to the quantitV of water involved; it is a paper mitigation which absolutely fails to consider water quality, and will not change the quantity or the quality of the effluent that would be entering the proposed facility's leaching field. The site under consideration at 337 So. Main St. would require the septic tank and leaching field to lie between the "garage structure" and a flowing stream; it would be in a location that lies within Flood Zones A & B, in the same area that probably would be required for parking. What alternate location might there be? Toward the street, adjacent to an historically significant, Early 18th Century residence that has its own septic system beneath the lawn area? Construction of a restaurant on any part of the lot at 337 So. Main St. will introduce a significant quantity of new wastewater into what has been declared an environmentally sensitive area, an area that demands critical planning. The effluent will contain both a large amount of bacteria and a variety of chemical components; it will have a significant impact on the stream, the wetlands and the Centerville River. We also must express concern about replacing " . . .,an existing 1,300 square foot garage structure with a 1,400 square-foot restaurant . . ." (Barnstable Patriot, 14 Oct 2011). The existing structure contains two boulder walls, remnants of an ancient 19th Century barn, that were flanked by two Mid-20th Century lean-to additions and covered by a flat, make-shift "roof". It is a structure that should not be construed as either a garage or a relict structure which affords the "footprint' for new construction. p Respectfully, -F18 October 2011 0:7 Eben L. J nson, Ph.D. Sara Arlene Johnso Professo Emeritus Cape Cod Community College S ` The P,amstable Patriot- An informal look at an informal place for food and drink Page 1 of 2 Content Home News Sports Opinion Business Arts/Events Villages Sections Advertising Search Popular THIS.WEEK It your bulkier Isn't using Shepley...pleaseask vAy!" IN PHOTOS New Rte.132 building planned for south of the Borders _ Sooty mold takes hold in Marstons Mills Cape Cod Art Association Presents Plein Air - Painting on Cape Cod This Just In...10-14-11 Obituaries 10-14-11 LETTERS:Farnham explains vote to accept John Klimm's contract buy out � 1..�1 a Human needs board focus is on drug abuse a Lions rise to varsity challenge The Exchange 10-14-11 www.SheoleyWood.com Supt.kicks off enrollment initiative .._ --- .. _.._ - --- - -- - —-.._._. of PHOTOS Share 14 An informal look at an informal place for food and drinkF71 Jet l Latest Additions Rain cancels farmers Written by David Still II j market Property,owner explores possibility in Centerville Village REDISTRICTING:A change of representation I Barnstable Enrollment Building an informal sandwich place with a full bar has been in the back of Christopher Kuhn's mind fora Comparison:Oct.2010- while,and he's taking time to see if it's possible on a business zoned parcel he owns across from Four Seas 2011 Ice Cream. Supt.kicks off enrollment Kuhn,owner of 337 South Main Street in Centerville,was before the board of health for an informal ; initiative discussion about septic requirements for such an establishment Oct 11. Golf rates likely to hold Kuhn,represented by Stephen Wilson,had previously met with the board on an informal basis in June and steady,mostly this was a continuance of that discussion seeking. Stewarts Creek projects In a phone interview Oct.12,Kuhn said that the concept is in the very preliminary stages.If he can work out near end the septic needs for the type of place he has in mind,he would proceed to the next level. Sooty mold takes hold in Marstons Mills He said that the idea would be to replace an existing 1,300-square-foot garage structure with a 1,400 square This Just In...10-14-11 foot restaurant. Power of the press "The road ahead is going to be little bit wrinkled,"Kuhn told the Patriot."It's very really preliminary of my Same number-,but still investigating whether this is feasible." good news Kuhn has owned the property since 2005.It is located within the Centerville Village Business District,which was the subject of a district of critical planning concern through the Cape Cod Commission.He participated in that as an owner and is well aware of the conditions it imposed. Bus Routes Among the preclusions in the implementing regulations are franchise restaurant operations,which Wilson and Kuhn said this would not be,although based on Title 5 standards,it would be considered"fast food," BUS ROUTES:BWB because of its use of disposable plates and utensils. ELEMENTARY The designation is important to the septic flows such an establishment would be required to meet if it goes BUS ROUTES: forward.As a fast-food style restaurant the septic system would be required to handle 20 gallons per seat.As BARNSTABLE HORACE a sit-down restaurant it more than doubles to 45 gallons. MANN-GRADES 4-5 The main question before the board is whether they would allow the restaurant to utilize the combined flow BUS ROUTES: for the lot on which it sits and a 9.6-acre property also owned by Kuhn on nearby Weaver road.That property BARNSTABLE is actually his home.Kuhn estimated that 3.5 acres of that property was upland,which could meet the COMMUNITY HMCPS combined flow for the envisioned restaurant operation. BUS ROUTES: The board said it would consider it the swapping of flows,but that would need to be survey and delineated CENTERVILLE ELEMENTARY to the board's satisfaction first. BUS ROUTES: Comments Search BARNSTABLE INTERMEDIATE To write comments,please register or login. SCHOOL Powered by lJoomlaComment 3.26 BUS ROUTES:WEST VILLAGES ELEMENTARY BUS ROUTES: HYANNIS WEST ELEMENTARY E � EXCERPT FROM THE BOARD OF HEALTH'S MEETING MINUTES ON OCTOBER 11, 2011: I. Informal Discussion: Stephen Wilson representing Christopher Kuhn, owner— 337 South Main Street, Centerville, requesting to utilize open space land as credit to construct a restaurant on a small parcel of land in the salt water estuary. (Continued from discussion in June 2011.) Stephen Wilson and Christopher Kuhn were present. Stephen said he had checked with Brian Dudley, DEP, for clarification on what constitutes fast food. Brian said that with paper plates and plastic cutlery, it would meet fast food category which would mean a 20 gallon/day flow design. The new structure would basically be where the existing barn is. The advantage is that they can do the necessary water proofing on the foundation efficiently. The house on location is a 3 bedroom and the minimum requirement for design flow of a restaurant is 1,000 gallons/day. Mr. Wilson suggests they put in a new system and tie both the house and the restaurant into the same system for a total design from of 1,330 gallons/day. The anticipated variances will include setback to property and the foundation of the new building. The existing house has a dug-out cellar and the rest of it is crawl space. The new leaching system will be about 20 feet from the crawl space. A grease trap variance will be requested as there is no dishwasher and using paper/plastic in the food establishment. They would be in need of setback variances from wetlands for (1) the SAS and (2) the septic tank and pump chambers. The components would be about 75 feet from wetlands. Also, as discussed in June, they are still willing to do a set of Deed Restrictions for this property and 49 Weaver Rd (which has a lot of acreage to it) in such a fashion which would limit the total flow of both properties to an amount less than what would be allowed if each property was viewed separately. This would be a trade-off they are willing to do.) They would keep the house out front and put a bar around back. Zoning would allow this because this is not a residential zone. This is a new zone established within the past year. Mr. McKean said he understands that Growth Management's requirement for this zone is that it must be a sit-down restaurant. Mr. Kuhn said it would be a "sit-down" restaurant and Brian Dudley had said that the DEP is expanding what is categorized as fast food and this would be categorized as one because of the disposable serving ware. Dr. Miller questioned whether the 440 regulation allows for a trade-off to be used. Mr. Wilson provided a copy of the regulation and it did have included that it allows trade-offs. Mr. McKean stated a concern was that the trade-off from 49 Weaver appears to be from wetlands. Mr. Kuhn acknowledged that roughly 6 acres of the 9.6 acres is wetlands. He Q\ \ g MINUTES EXCERPT-MULTIPLE Hearin s\ pExcer t BOH-337 South Main St Cent Oct-Nov2011.docx � v also said the wetlands is actually an old cranberry bog with is very overgrown and was abandoned 25-30 years ago. Dan Ojala, Down Cape Engineering, offered the information that the DEP will not look at open water as part of trade-offs but they will however, look at wetlands for trade-offs. He added the Cape Cod Commissions do not look at wetlands, but DEP does. Mr. Wilson acknowledged this is still in the discussion phase. They have other regulatory groups to check with. The Board's comment was that the amount needed for the trade-off is 1,000 gallons/day and with the 3 '/z acres of upland, using the 440 regulation rule, they would have the necessary flow available for the trade-off. The Board also asked them to keep the Board posted on their progress because the Board would like to do a site visit to the properties once the progress is further along. The owner said he is looking to serve fried food and run a restaurant similar to Cooke's Restaurant. He will keep the Board posted on the progress. EXCERPT FROM THE BOARD OF HEALTH'S MEETING MINUTES ON NOVEMBER 8, 2011: IL CORRESPONDENCE: A. Eben & Sara Arlene Johnson regarding 337 South Main Street, Centerville. A copy of the letter is submitted for the minutes: TO: Board of Health, Town of Barnstable 200 Main Street Hyannis, MA FROM: Eben L. & Sara Arlene Johnson 349 South Main Street Centerville, MA 02632 SUBJECT. An expression of concern relating to informal discussions between the Board of Health and Christopher Kuhn regarding a restaurant to the rear of 337 South Main Street, Centerville, MA. This letter expresses our great concern regarding a proposal that a restaurant being considered for the lot at 337 So. Main St., Centerville, be permitted to utilize the combined flow of the lot and a parcel at 49 Weaver Road, in order to accommodate the anticipated effluent flow. The "swapping of flows"is a paper credit which allegedly compensates for excessive flow at another location. It relates solely to the quantit of water involved; it is a paper mitigation which absolutely fails to consider water quality, and will not change the quantity or the quality of the effluent that would be entering the proposed facility's leaching field. The site under consideration at 337 So. Main St. would require the septic tank and leaching field to lie between the Q:\MINUTES\EXCERPT-MULTIPLE Hearings\Excerpt 130H-337 South Main St Cent Oct-Nov2011.docx "garage structure"and a flowing stream; it would be in a location that lies within Flood Zones A & B, in the same area that probably would be required for parking. What alternate location might there be? Toward the street, adjacent to an historically significant, Early 18th Century residence that has its own septic system beneath the lawn area? Construction of a restaurant on any part of the lot at 337 So. Main St. will introduce a significant quantity of new wastewater into what has been declared an environmentally sensitive area, an area that demands critical planning. The effluent will contain both a large amount of bacteria and a variety of chemical components; it will have a significant impact on the stream, the wetlands and the Centerville River. We also must express concern about replacing " ...an existing 1,300 square foot garage structure with a 1,400 square-foot restaurant..." (Barnstable Patriot, 14 Oct 2011). The existing structure contains two boulder walls, remnants of an ancient 19th Century barn, that were flanked by two Mid-20th Century lean-to additions and covered by a flat, make-shift "roof'. IT is a structure that should not be construed as either a garage or a relic structure which affords the "footprint"for new construction. 18 October 2011 Respectfully, Eben L. Johnson, Ph.D. Sara Arlene Johnson Professor Emeritus Cape Cod Community College The letter will be read at the meeting the next time 337 South Main Street, Centerville, is presented at the Board. Q:\MINUTES\EXCERPT-MULTIPLE Hearings\Excerpt BOH-337 South Main St Cent Oct-Nov2011.docx f Flynn, Judith From: Susan Kruse <skruse@baxter-nye.com> Sent: Monday, October 28, 2019 3:58 PM To: Flynn,Judith Cc: Patience Smith-Cabrera Subject: 337 S. Main Street, Centerville (Kuhn) Good Afternoon Judith, I just left a voicemail message for you regarding 337 South Main Street, Centerville- Map& Parcel 207/068;Owner: Christopher Kuhn.Steve Wilson, a retired engineer from Baxter Nye Engineering&Surveying did a perc test at this site, back in 2011 and I am looking for the "Soil Suitability Assessment for Sewage Disposal" report.Typically Steve Wilson, scanned these reports and saved an electronic copy, but I can't locate a copy of this one, and was hoping you might be able to help me out. I would be so grateful if you could check to see if you have a copy of this report for this address,on file at the BOH.Thank you very much for your assistance with this request. Sincerely, Susan @ BN Susan Kruse . Office Manager BAXTER NYE ENGINEERING & SURVEYING •78 North Street-3rd Floor •Hyannis,MA 02601 Ph:508-771-7502 x10 • Fax:508-771-7622 •email:skrusec0axter-nve.com •www.baxter-nve.com Please consider the environment before printing this e-mail CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe! i f n BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3`d Floor,Hyannis,M A02601 Tel:(508)771-7502 Fax:(508)771-7622 16) June 8, 2011 \ r Board of Health •����� ';�J� 200 Main Street Hyannis, MA 02601 > Re: Protection of Saltwater Estuaries r p Section 360-45(c)(3)(b)—Deed Restrictions Members of the Board, On behalf of my client, Christopher Kuhn, I am requesting an informal discussion at your June 14, 2011 meeting with regards to the above noted section of the Protection of Saltwater Estuaries regulation. My client owns two parcels of land near each other in Centerville: • 49 Weaver Road 9Map 207; Parcel 093) consisting of 9.57 acres • 337 South Main Street (Map 207; Parcel 068) consisting of 0.54 acres. This parcel of land is located within the Centerville Village District(Zoning; 240-130) My client would like to explore the possibility of establishing a "small-scale food service" restaurant (240-130.2 — Definitions) at 337 South Main Street. The existing house has a 3 bedroom septic system (330 gpd). This system would need to be upgraded to accommodate a restaurant. . Under the Board of Health's Protection of Saltwater Estuaries regulation, the allowable sewage flows for the two lots are: • 337 South Main Street=330 gpd • 49 Weaver Road=4210 gpd My client would like the Board of Health to consider the potential for a transfer of sewage flow (using deed restrictions) from 49 Weaver Road to 337 South Main St. I will be.attending the June 14, 2011 meeting and look forward to discussing this with the Board. Very y yours, e en A. Wilson, PE Enclosure cc: C. Kuhn 0:\2005\2005-012\ADMIMLETTERS\Board of Health 6-7-11.doc Land Surveys • Site Design • Subdivisions • Septic Design 9 Wetland Filings • Planning Town of Barnstable Geographic Information System April 8, 2011 ,a 2o7ossoso8o �Da:SD zos14� /I i fir .. t 208085007 #215 #35 208079 _08075 207108 #497 20704R '� 08084 #8 WI #75 0900 507 tam #230 20702 fxJ� 20773 207161 #50 �a, #58 ,iTr ��° " 208Q85001 �' 207088' 20715� ,#4 \•d« % 207049 s� #523 207D45 ` 207Do0D01 ® � T?a7043 Y• �i' ?OT 109 w#25 6� ''32i171:,h2 524 # #272 i. a�,. ' •_,ate 207D89 ; #�56�-a � 207154 #5fi -,µ '707050 stop; 207097001 $4 64� 599 AVPROK,' " #263 #1,8 207139 207094 "_ �2271.61 2g7042 r 207138 #;43 20709t002 #39 y 20709�00:1 #'S48 2070�1' r . #269 �07158 - ��2Q7156 0716 .2071'49 �07092 -#3� #46 09 2Q7041 �. s # ?27164: #555` 1I+ 207p6o 207D97D03 #` x 1 n t 207W004.1 0 t i 20 207053 207085001 SOF #37 1 aza4',a� fi #57 f#67 20.016 N , Yf582 2z7171i 207054 207751 - a uZ � 1 � + •'off, i #9.1 P #585 207060 4t 207084 ✓- l� + 3t1: M Al � � ,�'', � 43, 1t •atr ; Sri �.: �- �� 207055001.. F �07080 t .. 207093:' •: 20T..5 015 07F 337 207033 x a r a e)G 2 055002r �a 1 207 fja a ltq ,} . 2 - � ♦� �fial7�i�� Lt; >.lte: tx rep t 2D7099 .07134 {.,,,, y 1 t h t 207069 20I082 4 :: lU I , a 2 - ;, 207119 0 133a3Ur i. 207058 t1 07117 7 2177012 �07D57 .#368A:: #56 9F 2� #Z0..0 tikf t a �< L 207091002 a 207118 3-0 207 r c * #190 I 1 1 J2 { 2D7137 2071�0 ,,at 357 i.r. �0711 G 207121 #180 `t 170 I F ..d. 207.122 t 3sX. �; -� 207.07�001 ! ..�07081:j_; '?#475 ,� ��,tr ,.�20 12�J t � ;`. yi ��. �E ��'•:...: _#1312 ` #1E3. „ itt f CBj� t /4E3 sa #1310 207114 207123 #160 2070r 71� 207074 vI d3X 207078 ` #39 �07113 #.173` 207124q 3r..T xixs t ; t24 #129 #40- =#25 2071 4 i19. DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:207 Parcel:068 boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:KUHN,CHRISTOPHER P R Total Assessed Value:$335700 "Selected Parcel 1`=100'may not meet established map accuracy standards. The parcel lines on this map . , are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner:CHILDS MILL.REALTY TRUST Acreage:0.54 acres Abutters , boundaries and do not represent accurate relationships to physical features on the map Location:337 SOUTH MAIN STREET such as building locations. Buffer `' L 'OWN OF BA UPSTABLE e ZlI JLIN -8 A t!: 34 DIV s f ` TOWN OF BARNSTABLE BOARD OF HEALTH ff ARTICLE II: MINIMUM STANDARDS FOR HUMAN HABITATION Date ( � Time: In Out Owner t ��� �i7Pt� VLAk[o Tenant Address �� U Address ��� 5, 1°fAlN �, MA Compliance Remarks or Regulation# Yes NO Recommendations 2. Kitchen Facilities 3. Bathroom FacilitiesG� 4. Water Supply 5. Hot Water Facilities 6. Heating Facilities zi )L 7. Lighting and Electrical Facilities t 8. Ventilation 9. Installation and Maintenance of Facilities 10. Curtailment of.Service 11. Space and Use V _ 12. Exits 13. Installation and Maintenance of Structural / Elements V 14. Insects and Rodents 15. Garbage and Rubbish Storage and Disposal 16. Sewage Disposal 17.Temporary Housing 18. Driveway Width 19. Number of Tenants Observed 3 PART II 37. Placarding of Condemned Dwelling; Removal of Occupants; Demolition Number of Bedrooms 3 Number of Vehicles Allowed (max) L4 Number of Persons Allowed (max) Person(s) Interviewed ( °i Inspector / — If Public Building such as Store or Hotel/Motel specify here I , TOWN OF BARNSTABLE BOARD OF HEALTH ARTICLE II: MINIMUM STANDARDS FOR HUMAN HABITATION gL3Date 0 ' 1) Time: In Out Owner.C OKISTI)PktrR KLA WAJ Tenant Address lJ 60X I Address �J� MA—i V J J 6S, \66Wre9VjL-UC, MA Compliance Remarks or Regulation# Yes NO Recommendations 2. Kitchen Facilities 0 r. 3. Bathroom Facilities 4. Water Supply D , 5. Hot Water Facilities 6. Heating Facilities 7. Lighting and Electrical Facilities 8. Ventilation 9. Installation and Maintenance of Facilities 10. Curtailment of Service 11. Space and Use 12. Exits 13. Installation and Maintenance of Structural Elements 14. Insects and Rodents 15. Garbage and Rubbish Storage and Disposal 16. Sewage Disposal 13 I 17.Temporary Housing 18. Driveway Width Q t �- z 19. Number of Tenants Observed PART II 37. Placarding of Condemned Dwelling; Removal of Occupants; Demolition Number of Bedrooms `� Number of Vehicles ed (max) Number of Persons Allowed (max) Person(s) Interviewed MOM Inspec If Public Building such as Store or Hotel/Motel specify here TOWN OF BARNSTABLE LOCATION So_1, MA"^ S� SEWAGE # �'II.LAGE L/✓ �LX ASSESSOR'S MAP & LOTa dGrr INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY �-�� '_LEACHING FACILITY: (type) PST 6 x (size) OZ/b NO. OF BEDROOMS 3 BUILDER OR OWNER 011 A r"V PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leac g facility) / Feet Furnished by r /11,0CXrWn 15 33 cl a p Cl a 3 � O � � TOWN OF BARNS ABLE n LOCATION S. �° jQ S c,� SEWAGE # %3-1 VILLAGE �� �I��. ASSESSOR'S MAP & LOT A4 :INSTALLER'S NAME PHONE NO. SEPTIC TANK CAPACITY 1 Q 0 ,EACHING FACILITY:(type) (size) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER `, k L" DATE PERMIT ISSUED: ! f 93 DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No +'►j � d �7 ! � �� �t � � -/J � ,' ' � � �g, �. i �' O . � a 'Y �t �A e � f `, �� / \ t V f� • P •:7 a � � ., i f� � f . � � . r, , - � . . Q No..73::...),_3... (FQ_,,c_e- F RB................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABL Alipfiration fur Diri titi a! Wor1w C omitrurti rrmit Application is hereby made for a P`Fm it to Construct ( ) or Repair (jam an Individual Sewage Disposal System at: (:--e l .... �a ��� ...... --------- ------------------•-------•---------... �•� Lo\yii�n- �ddre_s _\ or Lot o. t n4r /L � Address -- W 1 •� �..Jc1�(`1�- .. ................. S1 , ..�........... ............... Q :_..... Installer Address UType of Building Size Lot.................... q. feet ►. Dwelling— No. of Bedrooms------------ ----------------------------Expansion Attic ( ) Garbage Grinder ( ) 04 Other—Type of Building ---------------------------- No. of persons.-.._-----._-_-__..._------- Showers ( ) — Cafeteria ( ) 44 Other fixtures ------------------------------------------------------ W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. fY4 Septic Tank—Liquid capacity............gallons Length---------------- Width..-.-..-.------- Diameter.-.-..---------- Depth................ 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 ( ) aPercolation Test Results Performed bY-------- ---------------------•-•--•-•-•----•-•---------•---•••......---_. Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test P.it.................... Depth to ground water........................ a ........... .....``. .. -. --------------r .--------- 0 Description of Soil.............'�1r>_�o.�: :.............. �-� - ------•----------------------•-----------------------------•------•----............_.. V ............... ---------------------------- --------------------------- ------------------ ......................................................................................................... UW -••--•-------- ...... -------------•-•-•-•-••-......--•--............-•-•------------••---••--•----•----•----- ...) --------------••-----.......•---••-•-••------••----••-•-••-••-•--•.....------ Nature of Rep i;s or,Alterations-Answer when appl'able........... �' ._ ..-.L-.kf.5tt--.. �. �A.......S.:.....R."k Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Com iance has been issued by the board of health. kw - i� _q ........................................Dace Application Approved BY 3rollonwing .....�... l'.... �. -..�.�..3... ...Application Disapproved for reasons: ..................................................................................... . .. ....................... ....... ----- . ...... ....... ........!.------ ... I Permit No. .......... �� ^.../ )Issued ..............`..� ate ..�...-.9. ......... ... . Daze THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Cnumplinurr THIS,IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( �/ by ........... . ........................ e..,.1 ...� -1�-5-------- InsnJler at .............................. ..... YYl.r� ..�_.....- ---- ------ ,-t..-------------Ct.... .. ......��...1 S...,..,.-----�1.C................................. has been installed in accordancewith the provisions of TITI.E 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ---------- ._ dated ...__._...............:_..........._... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE...... ....._ _,....` ....�.'3................................. ... Inspector ...._------------...---- ...�.... - _. -------------------------------------------------------------------------- Mn P O a"1 THE COMMONWEALTH OF MASSACHUSETTS Qar Ce( " d39 BOARD OF HEALTH TOWN OF BARNSTABLE 2 �i��r�astti �r�� ��aa��#rus�ilan �rrmit Permission is hereby granted... ............ a� . .�-�::��............. to Construct ( ) or Repair (L.Yn Individual Sewage Disposal System /� ( I YY� �_..> _.__."'.."' _.---------• ---------!_, .1�4:.- _.i_'-1.!�S..c'. lf"4--•at No. ---------------------•-•------ --- . Street as shown on the application for Disposal Works Construction Permit No.7,3.a13__-- Datd__/.~-. ......... ( � �It------------------------------------------ � �oarcl of Hcalt6 DATE ---- ...--- FORM 36508 HOBBS&WARREN.INC..PUBLISHERS VY\ �j )� I \ ��Cr�(No.--1 ---- -�--- � � Fps�........'............... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH", TOWN OF BARNSTABLE Appliration for Diripwial Wnrkri C omitrnrtiun rrrmit Application is hereby made for a Permit to Constntct ( ) or Repair (L-4-an Individual Sewage Disposal System at: V✓ k( S .....- •.. ---- ---------............................................................. n Local`ion-:\ddress or Lot Vo. _.............Z\_\_`C---......................................... -----VY1.CA---1-?_...._.......r ............................ Opener Address W a I„stauer 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 ( ) Otherfixtures --------------------------------- ------------------------------------------------------ -•--•----•••----•••---...•--•-•---•---•---•--..........------ 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............ ,.a Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ...................................... -----------•------••-------------------•--------............................................................. Description of Soil -1...P.._5�,��.. ...r-� � -•------•.....-•------------------•-------------------------------............._.. --- ------------------------•-------------------.....---............--------------•----------------•----....-••-----------------------•---••---------------------•---•----........-•••-••-•••••---- U Nature of Repairs or Alterations—Answer when applicable.------5. . ........ ......... .. .. -_.4. ........... '.t..:�....L .).......... I ......P- ... ----- � 1.[a�.c�..� � ._._�...__�'t�•c,��< Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental 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. Signed ------ � ............................ -�...�"'// .9 3 Date Application Approved By ...........��.e ,s ,._... .. �•�v� - ...... - ......)...-../..)...-'.g.-3--- Dare Application Disapproved for the following reasons: . ...... ........................................................................................................ ..--------------------- . f 1 .............................. � Date Permit No. .... _ Issued ...........1.."'.. ..__-..q.3......................... .... Dare ' t COMMONWEALTH OF MASSACHUSETTS �c")% EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION 7-0 LOT o TITLE 5 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 337 South Main Street s Centerville, MA 02632 2004 Owner's Name: Olga Fuller LAPROwner's Address: 86 Central Street, Apt. 101Hingham, MA 02043 RNSTABL�DEPT. Date of Inspection: April 8, 2004 Name of Inspector: (Please Print) James M. Ford Company Name: James M. Ford Mailing Address: P.O. Box 49 Osterville,MA 02655-0049 Telephone Number: (508) 862-9400 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ✓ Passes Conditionally Passes Needs urther Evaluation by the Local Approving Authority Fails Inspector's Signature: Date: April21, 2004 The system inspector shall subm' a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 ' Page 2 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 337 South Main Street Centerville, MA Owner: Olga Fuller Date of Inspection: April 8, 2004 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: ✓ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health, will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined", please explain. The septic tank is metal and over 20 years old* or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: 2 Page 3 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 337 South Main Street Centerville, MA Owner: 01Qa Fuller Date of Inspection: _April 8, 2004 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. i The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. _ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance "This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: I 3 Page 4 of 1 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 337 South Main Street Centerville, MA Owner: Olga Fuller Date of Inspection: April 8, 2004 D. System Failure Criteria applicable to all systems: You must indicate either`yes"or"no"to each of the following for all inspections: Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than '/z day flow ✓ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped_. ✓ Any portion of the SAS,cesspool or privy is below high ground water elevation. ✓ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ✓ Any portion of a cesspool or privy is within a Zone 1 of a public well. ✓ Any portion of a cesspool or privy is within 50 feet of a private water supply well. ✓ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] No (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large System: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd• You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area- IWPA) or a mapped Zone II of a public water supply well If you have answered`yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 4 I Page 5 of 1 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 337 South Main Street Centerville, MA Owner: Olga Fuller Date of Inspection: April 8, 2004 Check if the following have been done: You must indicate"yes"or"no"as to each of the following: Yes No ✓ Pumping information was provided by the owner, occupant,or Board of Health ✓ Were any of the system components pumped out in the previous two weeks? ✓ Has the system received normal flows in the previous two week period? ✓ Have large volumes of water been introduced to the system recently or as part of this inspection ? ✓ Were as built plans of the system obtained and examined?(If they were not available note as N/A) ✓ Was the facility or dwelling inspected for signs of sewage back up ? ✓ Was the site inspected for signs of break out? ✓ Were all system components, excluding the SAS, located on site? ✓ _ Were the septic tank manholes uncovered,opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction,dimensions, depth of liquid,depth of sludge and depth of scum ? ✓ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes No ✓ Existing information. For example, a plan at the Board of Health. ✓ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)]. 5 Page 6 of 1 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 337 South Main Street Centerville, MA Owner: 01Qa Fuller Date of Inspection: April 8, 2004 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 3 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 Number of current residents: 0 Does residence have a garbage grinder(yes or no): Yes Is laundry on a separate sewage system (yes or no): n/a [if yes separate inspection required] Laundry system inspected(yes or no): No Seasonal use(yes or no): No Water meter readings, if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): No Last date of occupancy: Unknown COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no) Non-sanitary waste discharged to the Title 5 system (yes or no): Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: Never pumped-per owner Was system pumped as part of the inspection(yes or no): No If yes, volume pumped: gallons-- How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM ✓ Septic tank,distribution box, soil absorption system Single cesspool Overflow cesspool Privy Shared system (yes or no) (if yes,attach previous inspection records, if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components, date installed(if known)and source of information: Installed 2111193-per as built card Were sewage odors detected when arriving at the site(yes or no): No 6 Page 7 of 1 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 337 South Main Street Centerville, MA Owner: Olga Fuller Date of Inspection: April 8, 2004 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: _cast iron _40 PVC other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: ✓ (locate on site plan) Depth below grade: 20" Material of construction: ✓ concrete _metal _fiberglass _polyethylene _other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 1000 gal. Sludge depth: 2" Distance from top of sludge to bottom of outlet tee or baffle: 30" Scum thickness: 4" Distance from top of scum to top of outlet tee or baffle: . 6" Distance from bottom of scum to bottom of outlet tee or baffle: 12" How were dimensions determined: Measuring stick Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): Cement tees were present. The liquid level was even with the outlet invert There did not appear to be any signs of leakage GREASE TRAP: None (locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage, etc.): 7 I Page 8 of 1 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 337 South Main Street Centerville, MA Owner: Olga Fuller Date of Inspection: April 8, 2004 TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: ✓ (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Even Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): The D-box was level. No solids were present. PUMP CHAMBER: None (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no) Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): 8 Page 9 of 1 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 337 South Main Street Centerville, MA Owner: Olga Fuller Date of Inspection: April 8, 2004 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type ✓ leaching pits,number: I -6'x 6'(1000 gal.) leaching chambers,number: leaching galleries,number: leaching trenches, number, length: leaching fields,number,dimensions: overflow cesspool,number: Innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding,damp soil,condition of vegetation,etc.): The leach pit was dry. The scum line was approximately Y up from the bottom There did not appear to be any signs of failure The bottom to grade was 9'. The cover was 16"below grade. CESSPOOLS: None (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth -top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): PRIVY: None (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation, etc.): 9 Page 10 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 337 South Main Street Centerville, M4 Owner: Olga Fuller Date of Inspection: April 8, 2004 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. 33 C1 y �� 6y3 y 3 a Q O O 10 y Page I I of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 337 South Main Street Centerville, MA Owner: Olga Fuller Date of Inspection: April 8, 2004 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 15'+1- feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) ✓ Checked with local Board of Health-explain: topographic and water contours maps Checked with local excavators, installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Using a Barnstable topographic map and water contours map the maps were showing approximately 15'+l-to ground water at this site. This report has been prepared and the system inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed, written"or implied, relating to the system, the inspection andlor this report. 11 TOP OF STATE DEFINED / / WF BVW-1 GENERAL NOTES. COASTAL BANK 0 � ( fry ��� • , QAG \p o h�, /';' (�e - •*•: f ,; MONUMENTS SHOWN ON PLAN BOOK 223 PAGE 99 pQ G N ZONING INFORMATION w �• *'� AND LAND COURT PLAN 20976 A WERE USED TO z w ZONING DISTRICTS: CVD (CENTERVILLE VILLAGE DISTRICT) FIX THE SOUTHEASTERLY CORNER OF LOCUS. TWO 're �I� OVERLAY DISTRICTS: PROPERTY—LINES SHOWN AT PLAN BOOK 223 PAGE 40 ILZ z RPOO RESOURCE PROTECTION OVERLAY DISTRICT 99 WITHOUT BEARINGS WERE SCALED FROM 1 � � AP AQUIFER PROTECTION OVERLAY DISTRICT IC FULL—SIZED PLAN AND PROPERTY LINES WERE ' POSITIONED ACCORDINGLY. `, L rr MINIMUM CURRENT ZONING REQUIREMENTS N ZONE CVD ' x x 1 00 MIN. LOT AREA = 20,000 S.F. 1 r 1�.1 WF BVW-2 MIN. LOT FRONTAGE 20' FRONT YARD 20' SIDE do REAR YARD 0' N. 77 10 � Z � � (n = _ ,� •� •'% 1 �• c ; ` 20Ix �O, SITE IS WITHIN A ZONE OF CONTRIBUTION TO SALTWATER •: . _: �+ ` 8 ESTUARIES (BOH Reg. 360-45) Corr I r o COMMUNITY PANEL NUMBER: 250001 0008 D �••,t.. a•. 17.9 �16 ° , 's ClGay i S ' ; AL THE FLOOD INSURANCE RATE MAP,DEFINES THIS AREA �. , ° ,. ,.• ••. ti �1 \ 4hh Y rOltJk AL MAP 207 PARCEL 151 AS ZONES C, B, do A10 (EL 11) 7" s ■ 0 4' �'I i N/F BARNSTABLE LAND TRUST '• ^4 •�,`,, r,"fig��� 6,7 � � - ? BENCHMARK DATUM: NGVD 1929 \ 2 ( 2,># WF BVW-4 PRIMARY BENCHMARK: MHD—ID 9201 N STATION M2800 PUNIC 9 T. dt Bah f' ,� �,° Landing x \ \ DISK O INTERSECTION OF MAIN S CRAIGVILLE BEACH RD. EL 38.55 (NGVD) ■ N — � TBM: NAIL SET IN UP #36 / nj0 4.5 PROJECT BENCHMARK: NAIL IN UP 36 SEE PLAN LOCUS MAP Scale. 1 - 2000 1' ( ) EL. 23.19 (NGVD29) ti� ` 2' \ \x 1q ,Z -C BORDERING VEGETATED WETLAND EL. = 23.19' (NGVD) LOCUS AREA IS COMPRISED OF : G e� `I n \ �'P \ _ AS DELINEATED BY HAMLYN CONSULTING THE PROPERTY LINE INFORMATION SHOWN IS BASED ASSESSOR'S MAP 207 PARCEL 068 r'4.1 2 's \ 9 \ , N �I APRIL 4, 2005 ON CURRENT AVAILABLE RECORD INFORMATION �`� \ �. \ 3 g I CONSISTING OF PLANS AND DEEDS. DEED REFERENCE: DEED BOOK 19,637 PAGE 263-264x R OWNERS: CHRISTOPHER P. KUHN q\x x\ A 1 G' THE EXISTING FEA71J ES SHOWN HEREON WERE P.O. BOX 1119 O �P 1 <qo 20.7 N 5 \ 19.r 1 FodT �o OBTAINED FROM AN ON THE GROUND FIELD SURVEY 1_'\ I ? PERFORMED BY BAXIER, NYE do HOLMGREN, INC. ON HYANNIS MA, 02601 tkQ, wq�Toh \ WOE RETAINI °p - I MARCH 17 do 22, 2005 • 80.36 45 �/ 'S" F \ \l�s 'WA CI r WF BVW-5 �� • 3� �� I F MAP 207 REFERENCE PLANS do LAYOUTS: x PARCEL 084 NO RECORD PLAN DEFINES LOCUS G r R�• x , 5 I c� ' C' PLAN BOOK 223 PAGE 99 o OCgA� \ N� PLAN BOOK 10 PAGE 121 g PLAN BOOK 214 PAGE 83 C O 1<, o 27.0 �� 2 5.5 �2.c `O F((q �\ , ?_ ^ AL N W. CONNOLLY PLAN BOOK 202 PAGE 21 S L.P. 0 9 ���• '� `� �\ �� \� i / PLAN BOOK 223 PAGE 99 ^. 19�, . I 11 3. rA XISTING WOOD � �� � �� � � WF BVW-+6 � � / PLAN BOOK 434 PAGE 7 E DWELLING 6� 18.8 x) t , 1 LAND COURT PUN 20976 A a.6 ,,� x� —TOWN LAYOUT SOUTH MAIN STREET 0 F.F. 21.90' �0 19,7 ( , � '� SEE pG I'E 1 r q PLAN BOOK 38 PGS. 39 do 41 14 BRik D.B. na�i0 4R / 1�.1 � A C 1. / —8/30/1938 STATE DISCON71NUANCE L.O. No. 3275 INV 4.92' —COUNTY BOOK 1��69 PG BEACH ROAD t k, R/� Ckx I / WF BVW-7 JCS �' V�� ,w. UHF �gokx �o �b ? STONE - - SEPTIC COMPONENT LOCATION PER TITLE 5 INSPECTION F, J C4 YWF op,G moo, '�\ 27 n U�►OD ;,n REINFORCED ? ,`_ g FORM DATED: 4-8-04 - JAMES M. FORD, INSPECTOR 0 (� gpO�I,y �1 BANK 11.a END OF STATE DEFINED Qp�Op � vPy� ^; \ � ?�Q,F AGE �_ x �SF C x ? COASTAL BANK PAVED �n �p gOC 2 _ _•J� l @ / Q Q� PEGS- p�Ar1 % <�'- / / 1 If 4.92 v Cl� F.F'�. J \x— — ,rRs��// MONITORING 23. 10t SO. FT. �g�� 28.7 2a���° ,. 4.� `� gMFc ly / WELL 0.. ACRES ?NF occ d p`�'� \ 2 v ST 46' 000 3" PVC G9- ��c, NF j� Q,I,; / EL.=15.7 5�P6 WF ��• l P ��� o�' ,� SR-2 190 42 t E a ' S�Ei F� �3 j� PROPOStD J / F QQ� 8 0 1� YO�T ANG °< NEW ��� �p 0� �� x _ 8 u - / BUILDING, / 6G Qp,�. ;;, WF 337 South Main Street y �� Q1 Etp `A , ' �Op� �tiF x = � BVW-4 o � ,oh��� � � %� i\�� '' BVW 3 P FND Centerville, Massachusetts ' c `I �s' I PREPARED FOR I T' / i �`� D 8,0 , �� SR 3 Christopher P. Kuhn t R ^' x ? 'a SB DH FND \ MAP 207 PARCEL 069 10.9 i FT sp• WF BVW-2 OWNERS TITLE HELD \ PLAN BOOK 10 PAGE 121 11 0 UNKNOWN Schematic Septic Plan N/F KARL A. JOHNSON, ET UX. r S`hFo i —4 3 MHB CBEHELD FND \ r / ° x ,� } WF BAXTER NYE ENGINEERING & SURVEYING ll I I x o,g WF BVIM 1 SR-5 Registered Professional V � c IP FN _?.7 Engineers and Land Surveyors N \ m < j MAP 207 78 North Street-3rd Floor,Hyannis, MA 02601 32 PARCEL 082 N o y x N/F Phone- (508) 771-7502 Fax - (508) 771-7622 QQ ' WF ERNEST A. WHITMAN WF BVW-0 SR-6 20 0 20 40 LEGEND/ABBREVIATIONS ~ ti� SCALE IN FEET 3 � SCALE: 1" = 20' < 'o = UTILITY POLE GUY WIRE MHB = MA HIGHWAY BOUND OHW - OVERHEAD WIRES CBE = CENTER BACK EDGE MAP 207 PARCEL 137 REV DATE: REMARKS e = SIGN SB = STONE BOUND N/F KARL A. JOHNSON, ET UX. ' BORDERING VEGETATED WETLAND DATE: 10-07-1 1 o O = WOOD BOLLARD CCB = CAPE COD BERM WF BVW —1 AS DELINEATED BY HAMLYN CONSULTING ® = MAIL BOX RET. = RETAINING APRIL 4, 2005 r Q� = FIRE HYDRANT RCP = REINFORCED CONCRETEC 2 ■ Y D4 = WATER GATE/SHUTOFF PIPE 3 © = MAPLE TREE EL = ELEVATION DRAWING NUMBER W FND = FOUND CB = CONCRETE BOUND INV = INVERT DH = DRILL HOLE 0: 2005 SURVEY WRKSHT 2005-012—SS.dw F.F.E. = FINISH FLOOR ELEVATION N EOP = EDGE OF PAVEMENT 2005-012 0 Ln 0 i 0 0 N 0 187-06241 2D7 207-050 207-10s zrrsez -on '- n7 ost z27 os n7=o2a n7 ost o02 7 _2a7 oea zar-oas ' �-�-�1 t n7-076 227-074 n7-025 247-086 • • • • 187 031 207 207 038 ,.. 7-051 ❑ 207=138'�, 207-i39 ' 2(17 097 002 207'09T 00 207 094 2117-155 227-075 11 Bach District � ,a7os2oo2 ®_ 20T-0a2 �_ zo �� z �. - 227_,63 � �1 _ _ � 221 E<<, .� 227-06100, Craigville e 207-,4a E �73 n7-,6, / _ o F 247-087 _ ,. 207_,56 TT 227-0,s �= za7,1as, zo7-os 2o7-os2-0o1 2oz;158 207 ts7 � © 227142 - 0 2z7-tsa: 1 oq - 227-084 ® n7 02& v 24r o zo7-o4o zo7 oat RD 201--- 207 os7 003 103 Z �L t87-wo zo7-147 HUR n7-t _ 1 n--085 n o17 m 187-062-004 207-097-01a� -' -... 127-104* w <C/ 227-070 227 166 227-027 m0 717 060 24 247 054 O 187062.003 2o7a3s WrM ATERSIDE D i 227=oas v� Z ,87 oso m 187 03,ooz ggGON�N 207-061 ® 2z7-0es ® 207-159;`"' 227-167 n7-087 n7 Oi 1 187 037 1a7-0.30 ® 207 Obi ® 207 oas��1 t<`9L m n7 oes 22z oz8 zz7-0ss 2 J 2a7-os7 Q n7-108 n1-141 w !V Q n7=069 r 247 053'. 2 187-052 ■ ® ® 2(17.1 n7-174 l� �' ® 227-0�15 iJ e�/ D 207-017 'P 227_17 87.008 © �a 20F44 2-07� 2D7 2D70018 ■ 'QQ -1 227-t7 10227-168 �� � s Z r 247�2 187 044 1817 41-006 / 207-�5002 4 i 227�t7 n7-105 22 1 C22 152 ® +� 0- 247�058 187-054 © U t67 005 < ` i \ 4 221.107 n7.14 V' �_154 n7014 7 0 f ''-, 187-062-007 m 207-016 207-151 � - � � -110 ;� ® n c- _� 1874M 207-021-004 D �(c 1 </\ W 24 9 227 ® 247 051 r� 227-063 187 031 001 207-021-002 207 021 003 207 060 1 ---_ 227-170 1 t 227 066 a 207-084 � J� 1 .� E� n7155 227-013 187 O5 ® 207 021-001 fA / 207 098 `� 227-169 / E'a 247 050 i � n7-109 2IT-1s3 n7o3m'i to�053 1erm1 ® Z• 7r47-0t2 �I 1 g 2a aso 1 207-150 ¢ 11� ally J 207=080 \ { 227-i11 227-149 - 227 X5 187-NO 207-055 ml C D \� 207-135 -032 n7-0gg 47-06 247-049 4, J� J 187-046 207-066 \ \ - �+ r n7-1 11 �-4 U 24 1 V E IS(,9 OR 7 oss 2o7-0ts 2o7-0a3 \ � , \\` 'Ql. 22 3 207 o5s o02 2oz oss zor 13a z27.n2 �71 �' zzi=o,o o a" 187-osz zo7 on ooz zo01a5 207 oz2-0o, 20 s zoz oss ° 207-0ez ® \ 1 \ - R C' v? za7-aa7 i87-032 207: 207119 \ �I✓ \ / 227-158 V 20T-013 207-133 207 010 \ / 227-114 2211% 227-159 227-157 187 2(17-136 4 a � ✓ ' ® 227,BO n7 144 O 227-101 227-059 � 207-012 207�7 187-061 0 187 O55 ® 7 E C ® zoo'e a 2o7�z® \ ` ,� 22Z�035 24-096 247""Oq 47 P -�� 207-137 \ �S'� 22T 433 187-068 / a J qR S ts7=os3 ooe ta7 os3-0o7 \ 0 2a7 oa, 1 CqR ` zo712o 1 2a7 042 7 187 O81 F 207-01: 207 207-116 201 207-i31 -\ 227-115 �7 _*_ 051 227-052 D Q bV 207-130 1 s - ♦ '9� �n7-0o4 n7-lag .. 24-0!247 1a7-oss _. RO 207105 ; � � \ EST m o o � 207-009 zo7-115:;, TF 2D 122 22,,1s Z SOUND VIEW 207-163 207-091 �Q z v 227-125 227-131 �✓ 227-097 RD 187:063-006 -� O � ,`" � 2(17-i•2 207129 i 207-081-002">:' n71,7;' p 227-13 n 187-080-002 207-t14 1 / 227 053 247-040 187-063-001 `. � � � t � � zo7-1,3' _ � /� �, 187 7 ,87-067 i87-O80-001 207_0p8 2(I-072-001 207-12q' -- ' � 247-039 4 � / 1 zz7-tea 227-036 187=063-003 187-063.004 187-063-005 207-007 � 2t17-125 7 n 048 zo7-072-002 4: � n7-izs x° �227-054 \ �__ z27-12, O 2474, 2a7-027 207-164 207=141 n7 047 Z m 207-1 \ 187-003 007 t8� 1�-]8:7,1077 187-078 \ I � 207-001-001 \, 207 006 L 1 \ 207-079 \ f2'!' O i 227-055 187.063-OU2 \ .� 207-073 187-004 _ 187-079 002 v' 1 \ 207 WB 1 227130 2274M n7-046 J Q 7-1 n ©/028 \ 187-103008 187-0014 , �' 207-1z6 w 244 036 187 003004 207-065 - 4 1 \ 207140 227-118 227127 227 056 �Q" NA29�7 . aYd ' ! - 227-146 n>3 z2T 045 w za7-0 ,uv a7- 1 187�;003005 - 0 207-001-003 207-005' _ 1 ( 227-126 ® + 247-004 / :' '207�066 " o i87-076 187-033 .,'. 9� 1 � �-187-073 �1 � m � 227�� �+ �C' 247 OQ 18T-0o3.008 Z FF�� 207-074 ' t 227€--057 V zg7 oat � 207 003 II2 207-M 1 1 207142,` I - 227 038 �p �1 22 247-0OT 24 032 n �, 207-002 -� ,1'` • ___ z07-1 � � 1 � ' �� 227-043 7 v � /227040 227058 -033 187.002 187-003-002 187-003-003 207'110 167 075 �' 187-034 y.,,. 207-064 207 001 002 227-119 226149 /\ 227 041 247 001 207-003-001 207-067-ooz 207-077 207-1VQ1 FtM R 207-t04 227 006 187 O66 227-120 � e 7U 2ai o3a Off\• r. 27U8 187 074 2(t7.-102 �lG 206 098 71E096 ��-0007 T 226 095 227-042 G�\� 1 � 247-159 187-003-001 iB6-091 187-043 ® 207-103 �1P • �J / �M 226-102�-002 zos^3 207 os7-ao, �41-, 2o6oe,-oo3 E5 �2os V 226 077 226 o8s �N I 266 oel ool vRB 186 O85 �om206 079 206-073 226 085 n6 v 226105 2 46-018 � l\ 206078 2261s1 " 186049 ® •�� \. r � � 226102-001 - 246019 206.081-002 i _, f / " "' 226-083 ® R D- ZO611i �t� 2 ��, 206 074 :F 226-075 001 226_-075 226�2Y 226 092 226101 226156 D$T 4 186�4206- 0 226-001 226-090 226189 / 226-094 226-100 Q �j07 V _ _ 18b092 20&,067 .y � �' \� � 226 091 r p 1--1Q 186 oso ,�oeaool 18s oae yFl-o'A 083 206„o zos-0n 1 ` n6oeo a 226106 gas-0zi0oz 2q�6o00, ` BEA • � - F. zzs-0st zz6o7o zos-0sa 186016 � 206109 206075 � n6059 ��:;. 226184 226108 �(c tab O88 002 \\ 226-062 ��2�068 9 n6185 J` �� � 206066 206-077 �P �„• 186015 OOt ® + 1 186-079 194 246-022 n6,s2 zz6 186-015-002 ._ _ _ , �( c 206069 �•�Dr- C R N B 216196 nag 2z6-0�67 •:� 226 226036 n6037 22�063 226066 071 �d 206 O66 �I6-085-002 206-085 003 / w 226186 n177 206054 Bs�v>�nda-< 226 t165 226187 © ® 78 - 206 ass - ns o3e� zzcaw ooz�zzs-057 n6,37 22603a zzs oaz -+> 3 r 226t8t \ lo-08T 1 206-071 Q I �0 226109 226195 246 023 24fi-024 n6111_p 22604s -' 1 tEB045 41�- 78Ni'. �t 'h : / '' 216180 � IS-I 206085-00 n6-033 'CO"�� 226�039 5 • 41 Ilk" 206-076 17p _115� 0 :1 � ,s6oe6 � � � zo608T �002 z2s-oat µE 2 �"1 zz6t3t v� z46o1saol za6aia 226,ra ,86-050 n6032 ° 7 f. fl CFiy 226112 O z4s ols aoz zzs;0za 1 1 4 2z6os3 zz6,3a0o2 TFR 24s 17 a � 41 � t z26a10 ���1 z26113 `� M.1 / 1 ® z26o7s Fq(, 186439 oo3S 226-03t zzs oz7f; �� 7 c"` / rls o5t n612s 246-012 18602%M2 ` \ ` Q �� ��,, � 226130 001 01 / 2 186-034 k \ 1 k / 186-051 1 206095 Q 226026 ' n�� 226133 ~o �/ C *_> 226.025 � '^4 226117 246-013 _ 226=11 1 ' 206107 w / ?26-024 126023 226-135-001 226429.;1 tafr042 206-MO 2 � 22�,z4 0 O zo6oes zo613s \i OSA" z260n zz61 a t18 o zas-010 2g6 . 1 11 1a6o36-005 - ` mil; - 1as osi' zo6osz zo6-043 cN R ally 228,83/ F L iK028 f 11M6002 226004002 C� 226128-005 226123 2 ^ .9 226119 186,052 zofi oa, 2 y Giza s za612o ® SIG H I'F n61z�1 2z6-179 U 2" f ,�. •zzs-0ts P ; z4s-oos 2as;oo ,86•Q18• p -206097 c „ .. 226-OW002CND % "... s 4 \226128-m l'J17�22G12 86-027 186-02900, 1 1 t 206051 206_.r 2�t1s / nsOtc FL \ 1 - \2z6t2o tes o3s oo, 1�1 � I / �1 ,as oso0 t I 2o6a� z 045 0'© 2o61zs 20612, 1� 2o6os600l 127 j 2o6oa7 2os os2 0 ( r� / zz6 zs o� �' o 1 3 ® 206-OSfr002 `� 12 '�-.� zzs-0la o � �, ''ns�'�``` E gEPGH RD za6n7 ` I _.,.. - 2 39 f_ 2F.,� ,, 206-128 -/� _ 206-038 - ?.060` 206131 �� � 226015 .225138 226126�002 �3 186-03 2 1 & A\ - / 226-14 C 8fr008 y - ,8&836 186 059 U �/ ! 206 037 0 A Y 206129 20132 w 1 (1886-055 , E 206-026© C� �1 , 186053 206033 206106 r`1 206122 r 206034 206-029 206027 206-099 20�130 206-133 2�"� 226-140-001'CND '. , ,es o07 zos-o59-oot 2os-oss-0o2 2os oss o03 7 24 2os o28 Py 152 246-219 2o6,oe � - 1as o30 1�es"o3s o01 / e ® z�to` ss� 13s 2 , z '" z26is4 n6 206100 206134q 22G QOa CND 206123 226008-001 © 226-M i 246003 186-037 � 186-058 q 186-056 �'.J �.. '' 2z6-193 Z 186-032 Q06103 206112 226-161 226155 186 oos 0 1 ,�-03s-0o3 p .QO zo613s - zz6tal ( 0 0 cB CB n6-145 Z 186-031 186071 e t O � ,846 206-012 � �� �6-w,/ 2o6t2s 22ts3 226 t64 �R� n6,a6001 2 Cn ' 186005 18�070 \ f zos-0,1 zo6ola isoos &226007 Ov INDg r' f 186-064-003 186-057 C ' c a r i g Ul &1 o 246n0 N�1\ /• ✓ � v _010 5 226182 ;. �165 } � 226146-N4 22G 186-072 \ 20 01 2 001 0 22166 0 186074-0Oi 186065 22fr1717L6Vt72 226148-00 ZZfr158226-147 186-073 186 069-002 186�2 1860a3 ^ �Q z06 007 Apb-uutl ;J fl FI� © t / �26�167 ( W '' 186�06900 186-064 001 tr j 2060,3 226 68 226.173 \1 1es ooa. 18s oss k 2�002 zos oosl ©G ; 2WO16 � 22s_is � 1 � u 7z�?q o RA%-P 1 18&M 186 087 206-017 00 w 5'\ W 2261.16-003 a 206-003 205-015 �'"` 18s oza aoz 2oso,a ` zos o,a D zzs 7o Z 2zs=,z 2261a3 ° gas a, 1El 86 080' 205-011 205 013 \ 20 206A19 0 Q 245 009 185-060 �&,M7205 008 Z05-009 205010 205 012 205-016 2 0 ® Q Q 225-012 225-028 _ 185 008 206-02 185-010 205 003 205 0pq 205-005 5-017 225-001 ^ 225-035 �a ©' 185-059 185 205-002 , ;�, 205:019�18 � � Z Q o L 20' , DD9 �� C B`D=LB 'B 225 245002 ,. � O 22soz2 185 006 185 007 -- 25 205 021 j 'y 225-030 n5-031 CN� 225-006 ® 225-018-002 0 2 ` 1 rg�a \}'m 2p5 02Gf ,2DI-24 206023 / / 222 0 225-004 185-061 l 205-025 // 225-029 225-021 225-027 1, 185 1z-00t ,85 02 200 225-018-001 185(I56 ,; 0 225-011 225-013 r �205-031 = 225'027-0Oi �/ 4 185-026 ,. n5-032 225-M 225-009 1860,4 185.0041 NSA 185-025 205.032 r �N 18S024CND 0 m 225.010 245-007 < '185031 0 225 D,a 225-017 ; u 1a5-0s3 \issols IV 18z \ n n�5ms nsols n IIL 185-033 � n5-025 245-146 2 245-003 $� 185-016 rAP�N 1asola € 1 185-035 r /225027-003 225-023 225-024 225-026 1 185 m o R D-1 245 005 ,a5-o37 ,a5-ozo R F-1 185-039 24b5-004 gas-,4o-00, 85-02,- 185-055 \ 185-040 Legend �F THE rqw� N 1a5-0at 185-oat P� ,a"i Zoning Lines 185-43 W E ,85 o4a �' MA� Craigville Beach Neighborhood Overlay (CB) 9�D,g,><6g9- a` -^Y' / ED MA'I t Centerville River North Bank Neighborhood Overlay (CRNB) S ' 7 Craigville Village Neighborhood Overlay (CV) ,a6oae ,a5-0a9 Feet 195-063 Long /Beach Short Beach Neighborhood Overlay (LBSB) 0 400 800 85z 2 Parcels FY2011 Town of Barnstable Buildings GIS Unit Jetties http://www.town.barnstable.ma.us Marsh Areas 367 Main Street, Hyannis, MA 026ol (5o8) 862-4624 Water Bodies FILE:CBD_24x36.mxd J.A.B. 4/8/2011 TOP OF STATE DEFINED / / WF BVW-1 GENERAL NOTES. COASTAL BANK 0 � ( fry ��� • , QAG \p o h�, /';' (�e - •*•: f ,; MONUMENTS SHOWN ON PLAN BOOK 223 PAGE 99 pQ G N ZONING INFORMATION w �• *'� AND LAND COURT PLAN 20976 A WERE USED TO z w ZONING DISTRICTS: CVD (CENTERVILLE VILLAGE DISTRICT) FIX THE SOUTHEASTERLY CORNER OF LOCUS. TWO 're �I� OVERLAY DISTRICTS: PROPERTY—LINES SHOWN AT PLAN BOOK 223 PAGE 40 ILZ z RPOO RESOURCE PROTECTION OVERLAY DISTRICT 99 WITHOUT BEARINGS WERE SCALED FROM 1 � � AP AQUIFER PROTECTION OVERLAY DISTRICT IC FULL—SIZED PLAN AND PROPERTY LINES WERE ' POSITIONED ACCORDINGLY. `, L rr MINIMUM CURRENT ZONING REQUIREMENTS N ZONE CVD ' x x 1 00 MIN. LOT AREA = 20,000 S.F. 1 r 1�.1 WF BVW-2 MIN. LOT FRONTAGE 20' FRONT YARD 20' SIDE do REAR YARD 0' N. 77 10 � Z � � (n = _ ,� •� •'% 1 �• c ; ` 20Ix �O, SITE IS WITHIN A ZONE OF CONTRIBUTION TO SALTWATER •: . _: �+ ` 8 ESTUARIES (BOH Reg. 360-45) Corr I r o COMMUNITY PANEL NUMBER: 250001 0008 D �••,t.. a•. 17.9 �16 ° , 's ClGay i S ' ; AL THE FLOOD INSURANCE RATE MAP,DEFINES THIS AREA �. , ° ,. ,.• ••. ti �1 \ 4hh Y rOltJk AL MAP 207 PARCEL 151 AS ZONES C, B, do A10 (EL 11) 7" s ■ 0 4' �'I i N/F BARNSTABLE LAND TRUST '• ^4 •�,`,, r,"fig��� 6,7 � � - ? BENCHMARK DATUM: NGVD 1929 \ 2 ( 2,># WF BVW-4 PRIMARY BENCHMARK: MHD—ID 9201 N STATION M2800 PUNIC 9 T. dt Bah f' ,� �,° Landing x \ \ DISK O INTERSECTION OF MAIN S CRAIGVILLE BEACH RD. EL 38.55 (NGVD) ■ N — � TBM: NAIL SET IN UP #36 / nj0 4.5 PROJECT BENCHMARK: NAIL IN UP 36 SEE PLAN LOCUS MAP Scale. 1 - 2000 1' ( ) EL. 23.19 (NGVD29) ti� ` 2' \ \x 1q ,Z -C BORDERING VEGETATED WETLAND EL. = 23.19' (NGVD) LOCUS AREA IS COMPRISED OF : G e� `I n \ �'P \ _ AS DELINEATED BY HAMLYN CONSULTING THE PROPERTY LINE INFORMATION SHOWN IS BASED ASSESSOR'S MAP 207 PARCEL 068 r'4.1 2 's \ 9 \ , N �I APRIL 4, 2005 ON CURRENT AVAILABLE RECORD INFORMATION �`� \ �. \ 3 g I CONSISTING OF PLANS AND DEEDS. DEED REFERENCE: DEED BOOK 19,637 PAGE 263-264x R OWNERS: CHRISTOPHER P. KUHN q\x x\ A 1 G' THE EXISTING FEA71J ES SHOWN HEREON WERE P.O. BOX 1119 O �P 1 <qo 20.7 N 5 \ 19.r 1 FodT �o OBTAINED FROM AN ON THE GROUND FIELD SURVEY 1_'\ I ? PERFORMED BY BAXIER, NYE do HOLMGREN, INC. ON HYANNIS MA, 02601 tkQ, wq�Toh \ WOE RETAINI °p - I MARCH 17 do 22, 2005 • 80.36 45 �/ 'S" F \ \l�s 'WA CI r WF BVW-5 �� • 3� �� I F MAP 207 REFERENCE PLANS do LAYOUTS: x PARCEL 084 NO RECORD PLAN DEFINES LOCUS G r R�• x , 5 I c� ' C' PLAN BOOK 223 PAGE 99 o OCgA� \ N� PLAN BOOK 10 PAGE 121 g PLAN BOOK 214 PAGE 83 C O 1<, o 27.0 �� 2 5.5 �2.c `O F((q �\ , ?_ ^ AL N W. CONNOLLY PLAN BOOK 202 PAGE 21 S L.P. 0 9 ���• '� `� �\ �� \� i / PLAN BOOK 223 PAGE 99 ^. 19�, . I 11 3. rA XISTING WOOD � �� � �� � � WF BVW-+6 � � / PLAN BOOK 434 PAGE 7 E DWELLING 6� 18.8 x) t , 1 LAND COURT PUN 20976 A a.6 ,,� x� —TOWN LAYOUT SOUTH MAIN STREET 0 F.F. 21.90' �0 19,7 ( , � '� SEE pG I'E 1 r q PLAN BOOK 38 PGS. 39 do 41 14 BRik D.B. na�i0 4R / 1�.1 � A C 1. / —8/30/1938 STATE DISCON71NUANCE L.O. No. 3275 INV 4.92' —COUNTY BOOK 1��69 PG BEACH ROAD t k, R/� Ckx I / WF BVW-7 JCS �' V�� ,w. UHF �gokx �o �b ? STONE - - SEPTIC COMPONENT LOCATION PER TITLE 5 INSPECTION F, J C4 YWF op,G moo, '�\ 27 n U�►OD ;,n REINFORCED ? ,`_ g FORM DATED: 4-8-04 - JAMES M. FORD, INSPECTOR 0 (� gpO�I,y �1 BANK 11.a END OF STATE DEFINED Qp�Op � vPy� ^; \ � ?�Q,F AGE �_ x �SF C x ? COASTAL BANK PAVED �n �p gOC 2 _ _•J� l @ / Q Q� PEGS- p�Ar1 % <�'- / / 1 If 4.92 v Cl� F.F'�. J \x— — ,rRs��// MONITORING 23. 10t SO. FT. �g�� 28.7 2a���° ,. 4.� `� gMFc ly / WELL 0.. ACRES ?NF occ d p`�'� \ 2 v ST 46' 000 3" PVC G9- ��c, NF j� Q,I,; / EL.=15.7 5�P6 WF ��• l P ��� o�' ,� SR-2 190 42 t E a ' S�Ei F� �3 j� PROPOStD J / F QQ� 8 0 1� YO�T ANG °< NEW ��� �p 0� �� x _ 8 u - / BUILDING, / 6G Qp,�. ;;, WF 337 South Main Street y �� Q1 Etp `A , ' �Op� �tiF x = � BVW-4 o � ,oh��� � � %� i\�� '' BVW 3 P FND Centerville, Massachusetts ' c `I �s' I PREPARED FOR I T' / i �`� D 8,0 , �� SR 3 Christopher P. Kuhn t R ^' x ? 'a SB DH FND \ MAP 207 PARCEL 069 10.9 i FT sp• WF BVW-2 OWNERS TITLE HELD \ PLAN BOOK 10 PAGE 121 11 0 UNKNOWN Schematic Septic Plan N/F KARL A. JOHNSON, ET UX. r S`hFo i —4 3 MHB CBEHELD FND \ r / ° x ,� } WF BAXTER NYE ENGINEERING & SURVEYING ll I I x o,g WF BVIM 1 SR-5 Registered Professional V � c IP FN _?.7 Engineers and Land Surveyors N \ m < j MAP 207 78 North Street-3rd Floor,Hyannis, MA 02601 32 PARCEL 082 N o y x N/F Phone- (508) 771-7502 Fax - (508) 771-7622 QQ ' WF ERNEST A. WHITMAN WF BVW-0 SR-6 20 0 20 40 LEGEND/ABBREVIATIONS ~ ti� SCALE IN FEET 3 � SCALE: 1" = 20' < 'o = UTILITY POLE GUY WIRE MHB = MA HIGHWAY BOUND OHW - OVERHEAD WIRES CBE = CENTER BACK EDGE MAP 207 PARCEL 137 REV DATE: REMARKS e = SIGN SB = STONE BOUND N/F KARL A. JOHNSON, ET UX. ' BORDERING VEGETATED WETLAND DATE: 10-07-1 1 o O = WOOD BOLLARD CCB = CAPE COD BERM WF BVW —1 AS DELINEATED BY HAMLYN CONSULTING ® = MAIL BOX RET. = RETAINING APRIL 4, 2005 r Q� = FIRE HYDRANT RCP = REINFORCED CONCRETEC 2 ■ Y D4 = WATER GATE/SHUTOFF PIPE 3 © = MAPLE TREE EL = ELEVATION DRAWING NUMBER W FND = FOUND CB = CONCRETE BOUND INV = INVERT DH = DRILL HOLE 0: 2005 SURVEY WRKSHT 2005-012—SS.dw F.F.E. = FINISH FLOOR ELEVATION N EOP = EDGE OF PAVEMENT 2005-012 0 Ln 0 i 0 0 N 0 TOP OF STATE DEFINED / / WF BVW-1 GENERAL NOTES. COASTAL BANK 0 � ( fry ��� • , QAG \p o h�, /';' (�e - •*•: f ,; MONUMENTS SHOWN ON PLAN BOOK 223 PAGE 99 pQ G N ZONING INFORMATION w �• *'� AND LAND COURT PLAN 20976 A WERE USED TO z w ZONING DISTRICTS: CVD (CENTERVILLE VILLAGE DISTRICT) FIX THE SOUTHEASTERLY CORNER OF LOCUS. TWO 're �I� OVERLAY DISTRICTS: PROPERTY—LINES SHOWN AT PLAN BOOK 223 PAGE 40 ILZ z RPOO RESOURCE PROTECTION OVERLAY DISTRICT 99 WITHOUT BEARINGS WERE SCALED FROM 1 � � AP AQUIFER PROTECTION OVERLAY DISTRICT IC FULL—SIZED PLAN AND PROPERTY LINES WERE ' POSITIONED ACCORDINGLY. `, L rr MINIMUM CURRENT ZONING REQUIREMENTS N ZONE CVD ' x x 1 00 MIN. LOT AREA = 20,000 S.F. 1 r 1�.1 WF BVW-2 MIN. LOT FRONTAGE 20' FRONT YARD 20' SIDE do REAR YARD 0' N. 77 10 � Z � � (n = _ ,� •� •'% 1 �• c ; ` 20Ix �O, SITE IS WITHIN A ZONE OF CONTRIBUTION TO SALTWATER •: . _: �+ ` 8 ESTUARIES (BOH Reg. 360-45) Corr I r o COMMUNITY PANEL NUMBER: 250001 0008 D �••,t.. a•. 17.9 �16 ° , 's ClGay i S ' ; AL THE FLOOD INSURANCE RATE MAP,DEFINES THIS AREA �. , ° ,. ,.• ••. ti �1 \ 4hh Y rOltJk AL MAP 207 PARCEL 151 AS ZONES C, B, do A10 (EL 11) 7" s ■ 0 4' �'I i N/F BARNSTABLE LAND TRUST '• ^4 •�,`,, r,"fig��� 6,7 � � - ? BENCHMARK DATUM: NGVD 1929 \ 2 ( 2,># WF BVW-4 PRIMARY BENCHMARK: MHD—ID 9201 N STATION M2800 PUNIC 9 T. dt Bah f' ,� �,° Landing x \ \ DISK O INTERSECTION OF MAIN S CRAIGVILLE BEACH RD. EL 38.55 (NGVD) ■ N — � TBM: NAIL SET IN UP #36 / nj0 4.5 PROJECT BENCHMARK: NAIL IN UP 36 SEE PLAN LOCUS MAP Scale. 1 - 2000 1' ( ) EL. 23.19 (NGVD29) ti� ` 2' \ \x 1q ,Z -C BORDERING VEGETATED WETLAND EL. = 23.19' (NGVD) LOCUS AREA IS COMPRISED OF : G e� `I n \ �'P \ _ AS DELINEATED BY HAMLYN CONSULTING THE PROPERTY LINE INFORMATION SHOWN IS BASED ASSESSOR'S MAP 207 PARCEL 068 r'4.1 2 's \ 9 \ , N �I APRIL 4, 2005 ON CURRENT AVAILABLE RECORD INFORMATION �`� \ �. \ 3 g I CONSISTING OF PLANS AND DEEDS. DEED REFERENCE: DEED BOOK 19,637 PAGE 263-264x R OWNERS: CHRISTOPHER P. KUHN q\x x\ A 1 G' THE EXISTING FEA71J ES SHOWN HEREON WERE P.O. BOX 1119 O �P 1 <qo 20.7 N 5 \ 19.r 1 FodT �o OBTAINED FROM AN ON THE GROUND FIELD SURVEY 1_'\ I ? PERFORMED BY BAXIER, NYE do HOLMGREN, INC. ON HYANNIS MA, 02601 tkQ, wq�Toh \ WOE RETAINI °p - I MARCH 17 do 22, 2005 • 80.36 45 �/ 'S" F \ \l�s 'WA CI r WF BVW-5 �� • 3� �� I F MAP 207 REFERENCE PLANS do LAYOUTS: x PARCEL 084 NO RECORD PLAN DEFINES LOCUS G r R�• x , 5 I c� ' C' PLAN BOOK 223 PAGE 99 o OCgA� \ N� PLAN BOOK 10 PAGE 121 g PLAN BOOK 214 PAGE 83 C O 1<, o 27.0 �� 2 5.5 �2.c `O F((q �\ , ?_ ^ AL N W. CONNOLLY PLAN BOOK 202 PAGE 21 S L.P. 0 9 ���• '� `� �\ �� \� i / PLAN BOOK 223 PAGE 99 ^. 19�, . I 11 3. rA XISTING WOOD � �� � �� � � WF BVW-+6 � � / PLAN BOOK 434 PAGE 7 E DWELLING 6� 18.8 x) t , 1 LAND COURT PUN 20976 A a.6 ,,� x� —TOWN LAYOUT SOUTH MAIN STREET 0 F.F. 21.90' �0 19,7 ( , � '� SEE pG I'E 1 r q PLAN BOOK 38 PGS. 39 do 41 14 BRik D.B. na�i0 4R / 1�.1 � A C 1. / —8/30/1938 STATE DISCON71NUANCE L.O. No. 3275 INV 4.92' —COUNTY BOOK 1��69 PG BEACH ROAD t k, R/� Ckx I / WF BVW-7 JCS �' V�� ,w. UHF �gokx �o �b ? STONE - - SEPTIC COMPONENT LOCATION PER TITLE 5 INSPECTION F, J C4 YWF op,G moo, '�\ 27 n U�►OD ;,n REINFORCED ? ,`_ g FORM DATED: 4-8-04 - JAMES M. FORD, INSPECTOR 0 (� gpO�I,y �1 BANK 11.a END OF STATE DEFINED Qp�Op � vPy� ^; \ � ?�Q,F AGE �_ x �SF C x ? COASTAL BANK PAVED �n �p gOC 2 _ _•J� l @ / Q Q� PEGS- p�Ar1 % <�'- / / 1 If 4.92 v Cl� F.F'�. J \x— — ,rRs��// MONITORING 23. 10t SO. FT. �g�� 28.7 2a���° ,. 4.� `� gMFc ly / WELL 0.. ACRES ?NF occ d p`�'� \ 2 v ST 46' 000 3" PVC G9- ��c, NF j� Q,I,; / EL.=15.7 5�P6 WF ��• l P ��� o�' ,� SR-2 190 42 t E a ' S�Ei F� �3 j� PROPOStD J / F QQ� 8 0 1� YO�T ANG °< NEW ��� �p 0� �� x _ 8 u - / BUILDING, / 6G Qp,�. ;;, WF 337 South Main Street y �� Q1 Etp `A , ' �Op� �tiF x = � BVW-4 o � ,oh��� � � %� i\�� '' BVW 3 P FND Centerville, Massachusetts ' c `I �s' I PREPARED FOR I T' / i �`� D 8,0 , �� SR 3 Christopher P. Kuhn t R ^' x ? 'a SB DH FND \ MAP 207 PARCEL 069 10.9 i FT sp• WF BVW-2 OWNERS TITLE HELD \ PLAN BOOK 10 PAGE 121 11 0 UNKNOWN Schematic Septic Plan N/F KARL A. JOHNSON, ET UX. r S`hFo i —4 3 MHB CBEHELD FND \ r / ° x ,� } WF BAXTER NYE ENGINEERING & SURVEYING ll I I x o,g WF BVIM 1 SR-5 Registered Professional V � c IP FN _?.7 Engineers and Land Surveyors N \ m < j MAP 207 78 North Street-3rd Floor,Hyannis, MA 02601 32 PARCEL 082 N o y x N/F Phone- (508) 771-7502 Fax - (508) 771-7622 QQ ' WF ERNEST A. WHITMAN WF BVW-0 SR-6 20 0 20 40 LEGEND/ABBREVIATIONS ~ ti� SCALE IN FEET 3 � SCALE: 1" = 20' < 'o = UTILITY POLE GUY WIRE MHB = MA HIGHWAY BOUND OHW - OVERHEAD WIRES CBE = CENTER BACK EDGE MAP 207 PARCEL 137 REV DATE: REMARKS e = SIGN SB = STONE BOUND N/F KARL A. JOHNSON, ET UX. ' BORDERING VEGETATED WETLAND DATE: 10-07-1 1 o O = WOOD BOLLARD CCB = CAPE COD BERM WF BVW —1 AS DELINEATED BY HAMLYN CONSULTING ® = MAIL BOX RET. = RETAINING APRIL 4, 2005 r Q� = FIRE HYDRANT RCP = REINFORCED CONCRETEC 2 ■ Y D4 = WATER GATE/SHUTOFF PIPE 3 © = MAPLE TREE EL = ELEVATION DRAWING NUMBER W FND = FOUND CB = CONCRETE BOUND INV = INVERT DH = DRILL HOLE 0: 2005 SURVEY WRKSHT 2005-012—SS.dw F.F.E. = FINISH FLOOR ELEVATION N EOP = EDGE OF PAVEMENT 2005-012 0 Ln 0 i 0 0 N 0