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Home My WebLink About2239 IYANNOUGH ROAD/RTE 28 - HYANNIS CONDOS 2239 IYANNOUGH ROAD Kimber Woods West Barnstable t �. I f. i i !f, k i �\ k Q I I N S Q � T � � �. � � � �. � � � � � � � � o �- � 5 � -� � � - � �, � �- � _. 6 �� .�. o � 6 � � c� �� 0 c n_ � � �� VL� kn � CCU 1'�"� `e ✓� L4/ ( 0 r -e� L a rvAG-r)1,�-zc c �V-- c Hazardous Materials Inventory Sheet Checklist L' Date y- Physical Street Address-Check database to ensure it exists _ Working Phone Number Actual Amounts - ( ie. gas being used to fuel machines, thinner to clean brushes all count as hazardous materials) ✓-Storage Information - location of storage, how long is storage for? If none, note that. --Visposal Information -where and who? If none, note that. ✓Applicant Signature - understand what is listed and noted :/Staff Initial -any questions, know who to ask f Vehicle Washing/Rinsing? -provide a vehicle washing policy and explain it - note that it was given t__-'Attach the Business Certificate with your sign off and comments **The inventory form should explain what the business consists of and the procedures they are doing. Notes need to be left to explain what you discussed with them. � TOWN OF BARNSTABLE Date: 1 %3 l / 1 TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAME OF BUSINESS: MCA BUSINESS LOCATION: �a3q ►Y4�rvoca�,N �� I�t-r -oa INVENTORY MAILING ADDRESS: TOTAL AMOUNT:,: TELEPHONE NUMBER: (5a) 40930-2-1 CONTACT PERSON: W2 EMERGENCY CONTACT TELEPHONE NUMBER: MSDS ON SITE? TYPE OF BUSINESS: PAiQ--n & INFORMATION / RECOMMENDATIONS: Fire District: kc-Duc,-f wit. s�rno ,� vs�rJ Waste Transportation: M&asroos MiLu& Last shipment of hazardous waste: Name of Hauler: Destination: Waste Product: Licensed? Yes No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the follo:ving products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed / Maximum Observed / Maximum Antifreeze (for gasoline or coolant systems) Miscellaneous Corrosive ❑ NEW ❑ USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides ❑ NEW ❑ USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel,Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil ❑ NEW ❑ USED Miscellaneous petroleum products: grease, Photochemicals (Developer) lubricants, gear oil ❑ NEW ❑ USED Degreasers for engines and metal Printing ink Degreasers for driveways&garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Miscellaneous Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt& roofing tar PCB's rQ G Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (including carbon tetrachloride) ❑ NEW ❑ USED Any other products with "poison" labels (including chloroform, formaldehyde, aG I Paint&varnish removers, deglossers hydrochloric acid, other acids) Miscellaneous. Flammables Other products not listed which you feel Floor&furniture strippers may be toxic or hazardous (please list): Metal polishes Laundry soil &stain removers (including bleach) Spot removers&cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Applicant's Signature Staff's Initials ! TOWN OF BARNSTABLE Date: b l TOXIC AND HAZARDOUS MATERIALS ON-SITE-INVENTORY NAME OF BUSINESS: BUSINESS LOCATION: as 3)jijonnouy�% Id .#/ L 2, INVENTORY MAILING ADDRESS: -Po 135ox A 5 34l 1 TOTAL AMOUNT- TELEPHONE NUMBER: 5o�& 369 6a. Q 5 CONTACT PERSON: Ki;�tl Q EMERGENCY CONTACT TELEPHONE NUMBER: MSDS ON SITE? TYPE OF BUSINESS: INFORMATION/RECOMMENDATIONS: Fire District: Waste Transportation: Last shipment of hazardous waste: Name of Hauler: Destination: Waste Product: Licensed? Yes No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more a month re uires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The board of health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed / Maximum Observed / Maximum Antifreeze (for gasoline or coolant systems) Miscellaneous Corrosive ❑ NEW ❑ USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides ❑ NEW ❑ USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel,Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil ❑ NEW ❑ USED Miscellaneous petroleum products: grease, Photochemicals (Developer) lubricants, gear oil ❑ NEW ❑ USED Degreasers for engines and metal Printing ink Degreasers for driveways &garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Miscellaneous Combustible Car wash detergents Leather dyes Car waxes and polishes El Fertilizers Asphalt& roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (including carbon tetrachloride) ❑ NEW ❑ USED Any other products with "poison" labels (including chloroform, formaldehyde, Paint&varnish removers, deglossers hydrochloric acid, other acids) Miscellaneous. Flammables Other products not listed which you feel Floor&furniture strippers may be toxic or hazardous (please list): Metal polishes .1 do n 0 j-\.CU e Q n Laundry soil &stain removers ,y (including bleach) 04 yn k C, /lu dl Spot removers &cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers 1ne ifi Vs4 -,, m ways' (�7v1 Windshield wash WHITE COPY-HEALTH DEPARTMENT I CANARY COPY-BUSINESS Applicant's Signature Staff's Initial �s Pax Send Report APR-11-201410:50 FRI Fax Number • 15087906304 Name BARNST HEALTH Name/Number 915082556700 Page - 3 Start Time APR-11-2014 10:48 FRI Elapsed Time 01,081, Mode STD ECM Results [O.K] Town of Barnstable Regulatory Services Thomas F.Geiler,Director 'Public Health Division Thomas McKean,Director' 200 Main Street, Hyannis,MA 02601 I naTE: y t 1 114 NUMBER OF PAG.*CS TO FOLLOW: Z TO: FROM: PRONL: (508)M2-4644 FAX).'HONE: 3' FAX PJ30NF: (508)790-6304 a: NO'11�15/COMMEJVTS: 7Z3 �` P—a-c V I r e ry-N-e �•J i—G��'1 Yl�i r,�� tom'S'fSn. •+1 J 4J2_ E�ir'e_ -{--'�lt- �JGe+ w� 1-C.`-�hrv, re'Su�(-•j � Ce 41cr Z �rS:) _ I mP J i l�4 o f- d c� i UJ (-1j v(4 Q:1Pu I%vrtn.duc � I �p4IMErp� Town of Barnstable P Q . * snxxsrasr.�. >' Regulatory Services Thomas F. Geiler,Director Public Health Division Thomas McKean, Director 200 Main Street, Hyannis,MA 02601 a. .k , 11 In y .ry.'fix yn :: - §� ,•, r a DATE: NUMBER OF PAGES TO FOLLOW: Z TO: FROM: PI: �� ( PHONE: (508) 862-4644 5ZD$ (m L( FAX PHONE: FAX PHONE: (508)790-6304 Co 70(D cc: NOTES/COMMENTS: -e «N' � �i•—G�-dl(l l.�p,..l �� f`mil l v I � � �e- iv as w C4, N �-- 'f�1 -T I Q:\Fax Form.doc OF 8,1,4 NeW�I/A System Permit Summary Sheet \� Site Information 'ss"CHU$ Town: Qa6`wbbloC , Town Permit# aO 08 — 019 Assessor Map/Parcel: 'R 15 -OZ$ Unique Town ID # Site Address:, q f-nolnno j 13-L Owner Name: ll)ou'Stn!� A Ai.6�writ-t_ reo rgI'1on— Alternate Name: Home Phone:['sio4)-9`7'-1 C"Da Mailing Address: LJ60 w a, 'eo4t47� Work Phone: ?,lv�rtn�5 MA Title 5 Information L Building Type/Use: I bt, lJin!� Design Flow: _?Z(a'0 (gpd) Seasonal Use? Yes ❑ No K Unknown ❑ Bedrooms: (10160 Title V N.S.A.? Yes ❑ No ❑ Unknown ❑ Lot Size: I �9 7qb 5--c. Non-standard components: Please list all components e.g. 1/A treatment unit,pump chamber,pre-and post equalization tanks, pressure distribution SAS, effluent filter, UV unit, etc., and maintenance schedule for each component e.g. quarterly, 2x/yr, annual, etc. I/A Treatment Unit Make and Model # A('ajT4x AX1.00 DEP Permit Type: General Board Approval Date: COC Date: ❑ Provisional O & M Contract Entity: ❑ Remedial Contract Start Date: Contract Duration: ❑ Pilot Unit Installation Date: Unit Startup Date: DEP Permit ID#: Influent/Effluent Monitoring Requirements and Water Quality Limits Please indicate water quality parameters that must be monitored and any town mandated water quality limits;if no limits are shown, we will assume parameters and effiuent limits specified in the system's DEP approval will apply. .Effluent pH ® BOD5 [ CBOD ❑ TSS TN Nitrate Nitrite f Organic N ElAmmonia TKN Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: 'I-to r5-bi onin Other pplicable Limits: Influent 4 pH ❑ BOD5 ❑ CBOD ❑ TSS ❑ TN ❑ Nitrate ❑ Nitrite ❑ Organic N ❑ Ammonia ❑ TKN ❑ Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. [-I- Monitoring Schedule: Other Applicable Limits: BCDHE Tracking# Please return this sheet to: FAX: 508-362-2603 Email: bciatech@cape.com 3 i r" (` °p SHE Town of Barnstable BARMNS-rABLUE. . "Ass. a'639 Board of Health �p ,gym ATfp MAt a. 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi November 26, 2007 Mr. F.P. (Tom)Lee,P.E. Senior Project Manager Horsley Witten Group 90 Route 6A Sandwich, MA 02563 RE: Site A West Barnstable Community, Seven-Four Family Townhouses, 7.2 acres, 18 Two-Bedroom Units and 10- Three Bedroom Units 7,260 GPD A=215-020 and 028 s Dear Mr. Lee During the public meeting of the Board of Health held on November 7, 2006, the Board reviewed the proposed wastewater treatment system for the proposed-construction of 18 two- bedroom units and 10- three bedroom units at Route 132 West Barnstable,Massachusetts (adjacent to the YMCA). The wastewater system will consist of a 27,000 gallon two compartment septic tank, a Advantex innovative-alternative (UA) treatment unit and a Presby Enviro-Septic leaching field: The Board of Health has no objections to this proposal. The Board approves.this proposal using the revised plans dated September 28, 2007, with the following conditions: 1) The wastewater effluent shall be monitored bi-annually (twice per year, not quarterly as proposed) for the following parameters:pH, BOD, TSS, TKN, Ammonia- Nitrogen and Nitrate-Nitrite. 2) The effluent shall be monitored for a period of two (2)years minimum (not one year as proposed). 3) The applicant shall locate an outdoor recycling waste storage.area onsite. Sincerely, r tMA , Way Miller, M.D. Chairman CC: Arthur Traczyk Q:\WPFILES\Lee Horsley&Witten CommunitySiteA Nov2007.doc I Email sent To: Barnstable County—Brian Baumgaertel and Leslie Wright From: Sharon Crocker Date: 2/14/14 RE: I/A Monitoring—Kimber Woods Complex, 2239 Iyann.Rd, WB Karen Malkus noticed this doesn't appear to be on your I/A monitoring list. Please add this property to your list. Attached is the original information for the Advantex System and our approval letter. FYI: This property is a little confusing because the land is owned by the Town and it is leased to Housing Authority Corp. HAC has gone through a number of management companies. You may have noticed this with the second project built at the same time: Lombard Farms, 2321 Meetinghouse Way, WB. I tracked down and found the original monitoring company: Atlantic Solutions, Portsmouth. RI, 401-293-0177. They monitored it continuously from 2009 until 1/31/2013. The contact there is: Bob Johnson and his assistant: Tiffany Clauer. I spoke with Tiffany. She will be sending me the prior reports. Her email is:tclauer(cDsepticsystems.net She said they ran into difficulty getting a new contract signed when the management contact kept changing. I also spoke with Todd Palmatier, Coastal Engineering - Monitoring Division, Orleans, 508-255- 6511. He has been doing the monitoring for the second project: Lombard Farms, 2321 Meetinghouse Way. (They have a Bioclere system at Lombard Farms.) Todd said that Michael Fitzgerald at Preservation Housing Authority(the new mgmt co) spoke to Todd on January 9, 2014 regarding monitoring needed at 2239 lyannough Rd but Michael has not proceeded with any further action. Michael's contact number is: 508-776-5862. Sharon Crocker 508-862-4739 I Message - Page 1 of 1 �1 e ems+ I►'�'� IIVO 6 Crocker, ShL*1 --k: IZ-3 a/YXII, , (,2 From: Lord Finton [Lorri_Finton@BHA.Barnstable.MA.US] Sent: Wednesday, July 31, 2013 1:16 PM To: Crocker, Sharon Subject: RE: Kimber Woods 2239 Iyannough Rd WB 1 � Okay—here's what I Have: Claire is the site manager, she is probably your best bet. Her office contact#is the one you already have'508.362.2386. Good luck- From: Crocker, Sharon [mailto:sharon.crocker@town.barnstable.ma.us] Sent: Wednesday, July 31, 2013 1:06 PM To: Lord Finton Subject: FW: Kimber Woods, 2239 Iyannough Rd, WB I was able to get a phone number through your office for Kimber Woods office on-site 508-362-2386. If you are able to find'a contact name or confirm the spelling of the Director Dennis,that would be helpful. I left a voice mesage over at4heir office. Thank you for your help. Sharon -----Original Message----: From: Lord Finton lmailto:Lorri Finton@BHA.Barnstable.MA.USI Sent: Wednesday, July 31, 2013 1:00 PM To:`Crocker, Sharon Subject: RE: Kimber Woods, 2239 Iyannough Rd, WB Hi Sharon,will see what I can find out for you. From: Crocker, Sharon Imai Ito:sharon.crocker@town.barnstable.ma.usl Sent: Wednesday,July 31, 2013 12:33 PM To: Lord Finton Subject: Kimber Woods, 2239 Iyannough Rd, WB Hi Lorri, I had helped you with Unit#F1's rental permit at Kimber Woods earlier in the year. I am writing to ask'if you have a contact number for the management at that location. The contact name I had was Dennis Sheehy (or Sheedy)but no number. Would appreciate'any light you can shed on this. Thank you. Sharon Crocker Public Health Division Town of Barnstable 508-862-4739 7/31/2013 Excerpt from the Board of Health Meeting Minutes on 10/09/07: VIII. Update: Horsley Witten Group representing West Barnstable Communities Site A— previously reviewed FAST treatment system have been replaced by an Advantex treatment system and Presby Enviro-Septic leaching field. Tom Lee, Horsley Witten Group, said the performance will be the same and the maintenance will be much less including less chemicals to be used. Mr. Lee said nothing else has changed. The approval letter must be revised to show the approval is based on the revised plans (now) dated September 28, 2007. Message Page 1 of 4 Crocker, .tea_o: From Quint, Kimberly[ mberly.Quint@schochet.com] Sent: on ay, ugust 12, 2013 11:13 AM To: Crocker, Sharon Subject: RE: Invoices for Rental Fees Year 2013 Hi Sharon, Claire is no longer with the organization. I will be filling in for her for the time being. We do have numerous inspections throughout the year. If you are available I'm in the office at Lombard Farms—508-326-2386 we can discuss further. Thank you. Kim Kimberly A. Quint, COS, SCHM, NAHPe Senior Property Manager The,Schochet Companies AMO® St. Botolph Street Apartments 150 St. Botolph Street Boston, MA 02110 Tel: (617) 674-5852 Fax: (617) 859-9646-" www.schochet.com s cho-c h et co m p a n e s 2GO PAR 00-9-91-9 2042 tow r �� ' �eavruurry3� Comet . �Lrr£trr.�r r<rcx.rr -The information transmitted-is intended solely for the individual or entity to which it is addressed and may contain confidential and/or privileged material. Any review,retransmission,dissemination or other use of or taking action in reliance upon this information by persons or entities other than the intended recipient is prohibited. If you have received this email in error please contact the sender and delete the material from any computer. From: Crocker, Sharon [mai Ito:sharon.crocker@town.barnstable.ma.us] Sent: Friday, August 09, 2013 5:15 PM To: Gonet, Claire Subject: FW: Invoices for Rental Fees Year 2013 9/30/2013 Message I 'O Page 1 of 1 Crocker, Sharon K(yvt _OoccN S From: Lorri Finton [Lorri Finton@BHA.Barnstable.MA.US] a 3% f�xw� aj ) Sent: Wednesday, July 31, 2013 1:16 PM r To: Crocker, Sharon 4�y o23�l reZ1 Subject: RE: Kimber Woods, 2239 lyannough Rd,WBOkay—here's what I have: Claire is the site manager, she is probably your best be . Her of ce contact#is 2 one you already have 508.362.2386. Good luck- From: Crocker, Sharon [ma i Ito:sha ron.crocker@town.ba rnstable.ma.us] C Sent: Wednesday, July 31, 2013 1:06 PM /� To: Lorri Finton I Subject: FW: Kimber Woods, 2239 Iyannough Rd, WB I was able to get a phone number through your office for Kimber Woods office on-site 508-362-2386. If you are able to find a contact name or confirm the spelling of the Director Dennis, that would be helpful. I left a voice mesage over at their office. Thank you for your help. Sharon ' - ---Original Message-----. From: Lorri Finton fmailto:Lorri Finton@BHA.Barnstable.MA.USI Sent: Wednesday, July 31, 2013 1:00 PM To: Crocker, Sharon Subject: RE: Kimber Woods, 2239 Iyannough Rd,WB Hi Sharon,will see what I can find out for you. From: Crocker, Sharon (mai Ito:sharon.crocker@town.barnstable.ma.usl Sent: Wednesday, July 31, 2013 12:33 PM To: Lorri Finton Subject: Kimber Woods, 2239 Iyannough Rd, WB Hi Lorri, I had helped you With Unit#F1's rental permit at Kimber Woods earlier in the year. I am writing to ask'if you have a contact number for the management at that location. The contact name I had was Dennis Sheehy (or Sheedy)but no number. Would appreciate any light you can shed on this. Thank you. Sharon Crocker Public Health Division Town of Barnstable 508-862-4739 7/31/2013 Crocker, Sharon From: Crocker, Sharon Sent: Thursday, January 31, 2013 11:39 AM � ? T n To: Barnstable Rental Registration _i� Subject: FYI - Kimber Wood FYI -----Original Message----- From: Crocker,Sharon Sent: Thursday,January 31,2013 11:38 AM To: 'Dennis.Sheedy@FedMgt.com' Subject: FW: Rental Application-Town of Barnstable Good morning, Dennis. I have been informed that, yes, the Rental Program does apply to both complexes. Please contact me and let me know if and what was the date you company took over and (2)what time you would be'stopping by today with payment, so I can get things rolling. The complex at 2321 Meetinghouse Road (12 units), WB has not paid for Year 2012 and Year 2013. The payment is $365/yr. We have had a change in personnel which may explain why year 2012 was not pursued fully. Your main contact, after this is resolved, will be our Rental Division Assistant, Karen Herrand. She is only in part-time and can be reached Monday-Friday from 8:00- 11:45 am. Karen's Email address is: www:Barnstable.Rental.Reg istration@town.barnstable.ma.us Her direct line is:508-362-4072. Thank you for your patience in this matter. Sharon -----Original Message----- From: Crocker,Sharon Sent: Wednesday,January 30,2013 5:07 PM To: 'Dennis.Sheedy@FedMgt.com' Subject: Rental Application-Town of Barnstable Importance: High Hi Dennis, As I had mentioned to Claire this evening, everything points to the answer that this address should be part of the rental program. There is only one-other contact I am waiting to hear from. They will be back in tomorrow am. ,1 Please fill out the attached application. A list of each of the units, with the tenant's names and contact numbers will be needed. The rental application fee for the entire complex (28 units)would be: 1 a i TOTAL The initial unit @ $90.00 90.00 Additional units (27 units) @ $25.00 675.00 Total $765.00 You can either focus on Unit F1 tomorrow by issuing a check for$90 to the "Town of Barnstable"and filling in the application form, and dealing with the balance later; or do the full complex tomorrow. Sorry for the confusion. Once arrived at, this clarification will be helpful for all involved. ®: . RentalRegistAppFor mw25fee0... Sincerely, Sharon Crocker Administrative Assistant 508-862-4644 2 I Crocker, Sharon From: Crocker, Sharon Sent: Wednesday, January 30, 2013 4:14 PM To: McKean, Thomas Subject: FW: Kimber woods lol -----Original Message----- From: McKean,Thomas Sent: Wednesday,January 30,2013 4:04 PM To: Crocker,Sharon Cc: Parziale,Jim; O'Connell,Timothy; Barnstable Rental Registration Subject: RE: Kimber woods I don't.know what you are:asking; I can't comprehend what you are asking. -----Original Message----- From: Crocker,Sharon Sent: Wednesday;January 30, 2013 3:54 PM To: McKean,Thomas Cc:. Parziale,Jim;O'Connell,Timothy; Barnstable Rental Registration Subject: FW: Kimber woods ` I FYI, They are needed a definite answer(see below) The most recent email looks like it is still open, needing to comfirm what the comprehensive permit says. (Does the "Comprehensive Permit" refer to the actual code" Comprehensive Code#59 Housing?) Sharon -----Original Message----- From: Parvin, Lindsay Sent: Wednesday;4anuary 30,2013 2:27 PM To: Crocker,Sharon Subject: Kimber woods Hi; Claire called regarding a rental registration certification at Kimber Woods (2239 lyannough). I told her that I thought you had spoke to somebody earlier regarding that matter(I'm out of the loop on that one). I looked through the file and didn't see anything. She claimed that she was told that she would have to wait till next week. She said this was unacceptable as the tenant would be homeless if the certificate of occupancy was not in hand by Friday. Her number is 508-362-2386 5: i - 1 Crocker, Sharon From: Crocker, Sharon Sent: Wednesday, January 30, 2013 12:23 PM To: McKean, Thomas Cc: Parziale, Jim; O'Connell, Timothy; Barnstable Rental Registration Subject: West Barnstable Communities LLC- Run TWO Housing Projects Clarification Needed. We have received calls from the Director, Dennis Sheehy, and staff at WB Communities, LLC. For rental permits. I -Jim P. said he is going to bring this up in your next staff meeting for clarification. - „'` I had thought there was an exemption from the rental program for Town of Barnstable owned property. The two properties in question are the new housing projects: " . 2321 Meetinghouse Rd (12 Units)WB 2239 lyannough Rd, (28 Units), WB ("Kimber Wood") Only one of the two are in our rental program currently because the Admin. Staff had looked on Parcel Lookup and 2321 Meetinghouse Rd has each of the numerous lines in ASSESSORS shows the owners as"WB Communities, LLC" so they have been instructed to apply. IN ASSESSORS,.the other complex shows the first(small line as Owner: WB Communities LLC)THEN all the other numerous lines show OWNER: Town of Barnstable. The Director there.has come forward to explain Town of Barnstable owns the land and WB COMMUNIITIES leases:,it and owns the Buildings So sounds like they should be on program. l told Dennis Sheehy this will be clarified at the next staff meeting and we'll let him know. QUESTION: Is there anything that can be explained again to clarify the rational behind the exemptions. (I had thought that originally the Town of Barnstable had two different dept's (ours being one) inspecting the same property owned by itself and that was why one was eliminated. HOWEVER, I think that the Barnstable Housing has decided to just accept copies of our inspections instead of doing their own. Hope to make sense of all this. Thank you. s t 1 i Crocker, Sharon From: Crocker, Sharon Sent: Wednesday, January 30, 2013 5:08 PM To: Crocker, Sharon Subject: FW: Kimber Woods, 2239 lyannough Rd, WB - UNIT# F1 Importance: High -----Original Message----- From: Crocker,Sharon Sent: Wednesday,January 30,2013 4:46 PM To: 'Lorri_Finton@BHA.Barnstable.MA.US' Cc: 'Dennis.Sheedy@FedMgt.com' Subject: Kimber Woods,2239 Iyannough Rd,WB-UNIT# F1 Importance: High To Lorri Finton: I am writing in regards to unit#F1 at the above address, The Town of Barnstable Public Health Division has inspected the unit and it passed without any issues. It is a two-bedroom with a total number of persons allowed to rent as 4. I do not anticipate a problem with providing the Rental Permit to you tomorrow-Thursday, January 31. Normally, we would mail it to the management company. With the tightness of time for the potential tenant to move in this Friday, we could scan the permit(once printed)to you. We should be able to do this tomorrow (Thursday 1/31). If you have any further questions, please contact me by email or call. Sharon Crocker Administrative Assistant Public Health Division 508-862-4644 1 , Crocker, Sharon From: Crocker, Sharon Sent: Monday, July 29, 2013 4:32 PM To: le, Jim FW: 2 Subject: FW: 239 lyannough Rd, Hy= Kimber Woods � 73 Importance: High I was able to dig up this notation on Kimber Woods. You will notice thevery first line on the assessors shows the correct owner. Apparently, IT did not update the whole complex when they did this. -----Original Message----- Froi: Crocker,Sharon Sent: Thursday,January 31,2013 2:47 PM To: : Lindsay Parvin;Wadlington, Ellen; Barnstable Rental Registration; Flynn,Judith Subject: 2239 Iyannough Rd, Hy= Kimber Woods This address is owned/managed by West Barnstable Community LP. The Director, Dennis Sheedy, is suppose to come in with: 1) A payment of$ 90 for the one unit they want a permit for (or may be bringing in $ 765 for the whole complex. 2) The application filled out(so we can do the permit asap. He has not been in touch with me today. Please let me know if he comes in. They need the permit in hand by tomorrow so tenant is not homeless. Thank you. . 1 RE: Rental Registration Page 1 of 1 Crocker, Sharon From: Gonet, Claire [claire.gonet@schochet.com] Sent: Thursday, August 01, 2013 2:30 PM To: Crocker, Sharon Subject: RE: Rental Registration I�r Please mail it to the below address: Thanks, q, ► " Claire Gonet IJ� Property Manager The Schochet Companies AMO@ West Barnstable Communities LP 2321 Meetinghouse Way West Barnstable, MA 02668 508-362-2386 Fax: 508-362-7123 www.schochet.com :Sc hoc hi, t C' Om, pames _ r _ a .- r • -'� ti fi e - gal•I�'• - �I � i aa'#. T..., L3rr£ are.t., 2 12 t cear_w v-vTxxrrus nrsr! ..., ? . The information transmitted is intended solely for the individual or entity to which it is addressed and may contain confidential and/or privileged material. Any review,retransmission,dissemination or other use of or taking action in reliance upon this information by persons or entities other than the intended recipient is prohibited. If you have received this email in error please contact the sender and delete the material from any computer. .From: Crocker,Sharon[mailto:sharon.crocker@town.barnstable.ma.us] Sent:Thursday,August 01, 2013 12:20 PM To: Gonet, Claire Subject: RE: Rental Registration Importance: High Please let me know what your mailing address is for your location. I will send you the invoices by email, but I would like to have it for our information. Thank you. Sharon 8/1/2013 I Crocker, Sharon From: Crocker, Sharon Sent: Thursday, August 01, 2013 2:19 PMQ� To: 'Claire.gonet@fedmgt.com' �3 Subject: Invoices for Rental Fees Year 2013 Attached are the two invoices for the two complexes. I have requested the Finance Dept to forward a W-9 to you. Please let me know if you do not receive one. Thank you for getting right back to me. We will need the payments before the inspections are to be done. Once received, please contact the Rental Administrative Assistant at 508-862-4072. Currently, Terri is helping us out in this regard. Shortly, we will have a full-time person in that position. You can coordinate available dates with her and then contact the tenants. Thank you. Sharon Crocker 508-862-4644 LJ � - INVOICE Rental INVOICE Rental MP155-002.2013.... MP215-028.2013.... 1 Phone: 508-862-4644 _ PUBLIC HEALTH DIVISION 200 Main Street Fax: 508-790-6304 TOWN OF BARNSTABLE Hyannis, MA 02601 VACCINE INVOICE OWNER:: West Barnstable Communities, LLC Claire Gonet, Mgr 2321 Meetinghouse Way claire.gonet.fedmgt:com West Barnstable, MA 02668 RENTAL: 2321 Meetinghouse Road, WB - Lombard INVOICE# - Rental MP155-002 DATE OF SERVICE : Calendar Year 2013 INVOICE DATE: 8/1/2013 DEPARTMENT: QUANTITY RATE: TOTAL COST Rental Registration Fee 12 units 1090.00 $90.00 11 @ 25.00 $275.00 TOTAL INVOICE COST: $365.00 "Reminder- Next year's payment will be due on or before 12/31/13. PAYABLE TO: TOWN OF BARNSTABLE PLEASE REMIT TO: , Town of Barnstable c/o Public Health Division 200 Main Street Hyannis, MA 02601 Q:\ACCOUNTS RECEIVABLE(Misc.Categ)\INVOICING-INTERDEPARTMENTAL\INVOICE Rental MP155-002.2013.xls Phone: 508-862-4644 PUBLIC HEALTH DIVISION 200 Main Street Fax: 508-790-6304 TOWN OF BARNSTABLE Hyannis, MA 02601 VACCINE INVOICE OWNER: West Barnstable Communities, LLC Claire Gonet, Mgr c/o 2321 Meetinghouse Way claire.gonet.fedmgt.com West Barnstable, MA 02668 RENTAL: 2239 lyannough Rd, WB - Kimber Wood INVOICE# Rental MP215-028 DATE OF SERVICE : Calendar Year 2013 INVOICE DATE: 8/1/2013 DEPARTMENT: QUANTITY RATE: TOTAL COST Rental Registration Fee 28 units 1 @ 90.00 $90.00 27 @ 25.00 $675.00 TOTAL INVOICE COST: $765.00 "Reminder- Next year's payment.will be due on or before 12/31/13. PAYABLE TO: TOWN OF BARNSTABLE PLEASE REMIT TO: Town of Barnstable c/o Public Health Division 200 Main Street H annis, MA 02601 WACCOUNTS RECEIVABLE(Misc.Categ)\INVOICING-INTERDEPARTMENTAL\INVOICE Rental MP215-028.2013.xis I i Crocker, Sharon From: Crocker, Sharon � � �/ _a� 'Y Sent: Thursday, August 01, 2013 12:22 PM IP To: Finance.po Subject: W-9 A new management company needs to set us up as a vendor so they can process the rental fees due. Please email our W-9 to: Claire Gonet West Barnstable Communities, LLC (Federal Mortgage Co.) claire.gonet@fedmgt.com Thank you. Sharon 1 i Crocker, Sharon From: Crocker, Sharon Sent: Thursday,August 01, 2013 12:20 PM To: 'Claire.gonet@fedmgt.com' Subject: RE: Rental Registration Importance: High Please let me know what your mailing address is for your location. I will send you the invoices by email, but I would like to have it for our information. Thank you. Sharon 1 The VALLE GROUP, Inc. Real Estate Consulting and Development June 29, 2009 Mr. Thomas McKean Town of Barnstable Board of Health 200 Main Street Hyannis; MA.02601 2 2 �( RE =233.14yannough.Rd, Site West Barnstable,MA' Dear Mr. McKean, This letter will serve to confirm that The Valle Group will complete all site related work' at the above referenced project including: • Installation of a permanent fence around the dumpster and recycling pad • Completion and start-up of the emergency generator • Final Landscaping and Hydro-Seeding This work will be complete and ready for inspection no later than 30-days from the date of this letter. Please feel free to call me with any questions. Thank you for your cooperation in this matter. Regards �q 3 Christian T. Valle CD President r-- Cc: Rick Fenuccio; BUR Architects Thomas Perry; Town of Barnstable Building Department Adrienne Danner; Housing Assistance Corporation w 70 East Falmouth Highway,Suite 3 East Falmouth,MA 02536 Tel 508.548.1450 Fax 508.548.1950 pF B New I/A System Permit Summary Sheet y- Site Information Town: &cwba 44_, Town Permit# 610,08 O"►� Assessor Map/Parcel: a iG -dZ$ Unique Town ID # Site Address: -a 3a f'na nrto®'. fZ=j (KLe_ 1321 Owner Name:. ll�ousine A-Ai-6�4-ntit, Greorca�)or_ Alternate Name: Home Phone:(r.104-)'9NM 1;6"Ocr Mailing Address: LJ60 h/, Me,,n -S KPCz ' Work Phone: 1,Ic�nn�� MA Title 5 Information Building Type/Use: bt4iljln!g dil-a-fnU4 Design Flow: TZ(0'0 (gpd) Seasonal Use? Yes ❑ No K Unknown ❑ Bedrooms: (o(p Title V N.S.A.? Yes ❑ No ❑ Unknown ❑ Lot Size: Non-standard components: Please list all components e.g. 1/A treatment unit,pump chamber, pre-and post equalization tanks, pressure distribution SAS, effluent filter, UV unit, etc., and maintenance schedule for each component e.g. quarterly, 2x/yr, annual, etc. AofyanUx Pxyoa AGt4mfi urA:5 ?kbttz) Enwo 4-"1A3L LtoL1ma I/A Treatment Unit Make and Model# YQn1-cx AXIa0 DEP Permit Type: General , Board Approval Date: COC Date: ❑ Provisional 0 & M Contract Entity: ❑ Remedial Contract Start Date: Contract Duration: ❑ Pilot Unit Installation Date: Unit Startup Date: DEP Permit ID#: Influent/Effluent Monitoring Requirements and Water Quality Limits Please indicate water quality parameters that must be monitored and any town mandated water quality limits;if no limits are shown, we will assume parameters and effluent limits specified in the system's DEP approval will apply. Effluent pH ® BOD5 1R CBOD ❑ TSS TN Nitrate Nitrite EQ Organic N ElAmmonia TKN Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: !2&M C-6 Other Applicable Limits: Influent pH ❑ BOD5 ❑ CBOD ❑ TSS ❑ TN ❑ Nitrate ❑ Nitrite ❑ Organic N ❑ Ammonia ❑ TKN ❑ Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ . Water Usage ❑ Temp. ❑ Monitoring Schedule: Other Applicable Limits: BCDHE Tracking# Please return this sheet to: FAX: 50.8-362-2603 Email: bciatech@cape.com � .. ter.... No. .t2-6d8 —05 Y 1. Fee—151 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: eµ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01ppYica ' A- or Oigpogat 6paem Cougtructiou Permit Application for a Pe it struc (Vf Rep�aif( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Locaiion Address or Lot No. jgis*j fjvn Ni� kod Owner's Name,Address,and Tel.No. ('5 0`a) 7 QAi ra;1 0,0 W, P,i2rnii4bLC- 14vL6 i r9 A-5-s,g+3m44 Assessor'sMap/Parcel Ali ra-16 ;1160 ". rfwn '.(-,rx,} -A ni5 Mi7i I}} al er's klrame,Address,and Tel.N Designer's Name,Address and Tel.No. YC o wt'rtwCcIMe�G, 6V. 0(3u WrYlwn &OKf 1�2 lah 1E S�s,c +ich_ M 0 IW (oA S'rdNte Type of Building: Dwelling No.of Bedrooms Lot Size i 1 17,117 b sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 1 �� gpd Design flow provided �]Z�� gpd Plan Date PAW-eM'W 200 jl Number of sheets Jy Revision Date 111o�/-e/hl e` 14,,Wo➢'] Title W P041154'a)51-5 ��' - C,)MM(Anu3 51 A> Caroi-ru4.1.,n yl*1 � Size of Septic Tank a 7 000 j o%1 2_!" ('P AJ'T e of S.A.S. Qd7S P , �'°'� 1' YP � fl;j1fb !St 1C r1-Z.1 d Description of Soil &A M!j 1:x,M yyNdMUIrt. �� atgtwlg -S%nd Nature of Repairs or Alterations(Answer when applicable) off. 17 bviildin5t to 6 (o®rYy., dt.n tj 1f�.1 YYb{�fl I�'K. a �� Pilaf' TAT' s 4 eVir57S�S �,� o r. r�d��e�1e,;x ®fivers�� s-eal°Qs►(s�=1' , i„•s�m r�h P�esbL, env,rep �tp I z e�ls�1 +�rl��_ Date last inspected: Agreement: The undersigned agrees to ensure the const5ji0ion and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of th�e,Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of,l3e Ith. Signed Date / (! Application Approved b Date /cog Application Disapproved by: Date for the following reasons Permit No. °'2_60 6 OQ`f Date Issued • J JNoz ob �66?Aj :�:-- . r ' . .. � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:" ( i o, PUBLIC HEALTH DIVISION - TOWNOF BARNSTABLE, MASSACHUSETTS . rti • _ ZppYication,for � gpogar. q§pztem Co.w9truction Permit Application for a Petit to/C1onstruct rV Repair( ) Upgrade O Abandon O V Complete System ❑Individual Components n 1 A:F Location Addre`ss'or Lot No. e��Jq tt�aT1n� �1 1[�p� Owner's Name,Address,and Tel.No. C.5 Oa) W. P,vrns .bi G.� I�,,u y t A�5►Skan�C. �,f� .` Assessor's Map/Parcel all CJ 1 JZ k 1 f!a O W+ aT ni s MA t Innstaller;s(Name,Address,and Tel.Nqq Designer's Name,Address and Tel.No. ' R�: R3CVt lac�q•ltq�Cui►SYt. j.�i5�/ tV,�k•r'n �•{'at^e e . ' , kiahi WcxNA 5T(S i6,. M a A SO TS r4l r alp Type of Building: Dwelling No'of Bedrooms Lot Size 1 1 7- sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) j Other Fixtures Design Flow(min:required) T t1(00 gpd, Design flow provided 72bQ ' ' »✓gpd 'V' Plan Date N,vtrttbert;.2opr7 : ' `Number of ets'` ( ,` Revision Date Title W Poi tnska,b �Jmmtimlru Si{-�. A- C fW41.,n 9A,% 3 f Size of Septic Tank Q 7='JOO q Chl Z-C-1gmt}pc. Type of S.A.S. Pi05�t �nyird s-41_6 f ►-_m �. __.Description of Soil t,' ��;1r3.� r1c�;tt'� 1 "1 1OeAMgij' jA;'1f71 Nature of Repairs or Alterations(Answer when applicable) (-I0 644+)•y4 Of 0�, i n -f;p 4D h0_66o tYL. rf—s-IjinhAl Alvxl 1'Yufl. o �,C( •t s �9 `� �� a r.• !>�dY®t,1.c,x. as r�,n u d -�•(�al'ovu�'• gl~5�c�,r, �n►�k'l� ��tsb�°��ny,ram.fro t Z �Is�sr;'J F,.��c�_ , Date last inspecte°d.., • r / Agreement: Z s' The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions.of Title 5 of the vironmental Code and not to place the system in operation until a Certificate of Compliance has been issued,by this Board o e " tl` /t, X �✓ .Signed Dated t' e- 0'} t , \ ,.r i Application Approved by J Date -7:>,� N�r Application Disapproved by: Date for th following reasons " ti• x Permit N '��t O�j y Date Issued ,f/y�r)�\ �,� ———-———————————--——————————— ' _ �� ? p,,v � r�-,•, , � THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE9 MASSACHUSETTS —711 ��rYt ,rt4 ficate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed Repaired ( ) Upgraded Abandoned( )byo heC V�i c ear. t at Pj 1.00 51 ArWAS),awa Ihas been constructed in accordance with-the provisions of Title 5 and the for Disposal System Construction Permit No. 7 ej r)g; f0`�1/ dated 3 /yl iJ� Installer o� ( Ya) �cj U� Designer ( „ACrS,3A_. . -#Bedrooms & (r, Approved design flow gpd The issua e of this permit shall of be construed'as a guarantee.that the system v�fu coon as designed. Da Ll F t � 1 ,off°r� .I 0 Inspector / l,�1'l4f a t No. `�7 K-Y'y -<Dq y Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS ;DigpogaY *pgtem.congtructton permit ' Permission is hereby granted to`Construct( Repair (��"')' Upgrade ( ) Abandon ;,System located at 2 Zl3Cl �.ne nn��v�, �� J.AtnSt oe�,4mn S r n y and as described in the above Application for Disposal_System Construction Permit.The applicant recognizes his/her duty to comply with Title Sand the following local provisions or special conditions. i Provided: Construction must be completed within three years of the date of this permit. Date / ,//0 Approved by ;7� •7 _ e6 ._ ' Town of Barnstable �DFINE ram, Regulatory Services P ti� Thomas F. Geiler,Director I sARNsrnsLE.9 MASS A Public Health Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 I/ Fax: 508-790-6304 Date: W�J10q Sewage Permit#kA" 097 Assessor's Map/Parcel l.i. Installer& Designer Certification Form f Designer: A✓;J74jnstaller: ' A0. y a CW L�ns.Tu�� Address: 9D 4O� 64 Address: /?p, A0Z9,r 61?8 Z;;r i &k _ 01 3 � 2psrd _ �lA o•z64 On l4C. fg el- was issued a permit to install a (date) (installer), septic system at a`a39 -AU 0,4 A based on a design drawn by (address dated �0V (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater tha 10' lateral relocation of the SAS or any vertical relocation of any component of the se is system) but in accordance with State &Local Regulations. Plan revision or certifte as-built by desig er to follow. Stripout (if required s inspected and the soils we`- `found satisfacto ,�N of c FAT PIU '(Installer's Signature) U CIVIL .q, No.42824 • "'O �`'6fAiEP� g� AL esigner's Signature) (Affix Desi amp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. gAoffice formsWesignercertification form.doc j Town of Barnstable �oFINRE r Regulatory Services ti P o„ Thomas F. Geiler,Director MASS. Public Health Division 1639. a`0 Thomas McKean,Director / fD MA'S / 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-66304 Date: o��(I(Dq Sewage Permit#,kO Ug" �97 Assessor's Map/Parcel °2 �S oZ U Installer& Designer Certification Form Designer: 7:'/a, ptQe Pe tiV,.Xtf4jnstaller: T- a ,'�Q�-�Q mains. c �►-� Address: 9p ,p2�-p 6A Address: On 3 / O� '�' !,�i l4 C f q 6k- was issued a permit to install a (date) (installer). nn septic system at a`a�9 -��.M o�c� 1� based on a design drawn by (address S7 dated (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater tha -'l0' lateral relocation of the SAS or any vertical relocation of any component of the sec system) but in accordance with State & Local Regulations. Plan revision or certififeJ as-built by designer to follow. Stripout (if required s inspected and the.soils we 'found satisfacto oF.. p FAT PIU LEE M ,(Installer's Signature) CML No.42824 esigner's Signature) (Affix Deli amp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Tice formsWesignercertification form.doc t pp THE 1p� Town of Barnstable + BAMNSTABLE, .ASS. IN i639 Board of Health �� ArfD MA't a 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi November 26, 2007 Mr. F.P. (Tom) Lee, P.E. Senior Project Manager Horsley Witten Group 90 Route 6A Sandwich, MA 02563 RE: Site A West Barnstable Community, Seven-Four Family Townhouses, 7.2 acres, 18 Two-Bedroom Units and 10- Three Bedroom Units, 7,260 GPD A=215-020 and 028 Dear Mr. Lee During the public meeting of the Board of Health held on November 7, 2006, the Board reviewed the proposed wastewater,treatment system for the proposed construction of 18 two- bedroom units and 10- three bedroom units at Route 132 West Barnstable, Massachusetts (adjacent to the.YMCA). The wastewater system will consist of a 27,000 gallon two compartment septic tank, a Advantex innovative-alternative (I/A) treatment unit and a Presby Enviro-Septic leaching field'The Boardof Health has no objections to this proposal. The Board approves this proposal using the revised plans dated September 28, 2007, with the following conditions: 1) The wastewater effluent shall be monitored bi-annually(twice per year, not quarterly as proposed) for the following parameters: pH, BOD, TSS, TKN, Ammonia- Nitrogen and Nitrate-Nitrite. — 2) The effluent shall be monitored for a period of two (2)years minimum (not one year as proposed). r 3) The applicant shall locate an outdoor recycling waste storage area onsite. Sincerely, Way Miller, M.D. Chairman CC: Arthur Traczyk Q:\WPFILES\Lee Horsley&Witten CommunitySiteA Nov2007.doc Horsley Witten Group M Sustainable environmental Solutions � a v�r 90 Route 6A Sandwich,MA • 02563 i Tel:508-833-6600 • Fax.508-833-3150 www.horsleywitten.com Letter of Transmittal TO: Tom McKean, Director DATE;01/25/08' JOB NO. 5093 Barnstable Health Division RE: West Barnstable Communities Site A "-200 Main Street Hyannis, MA 02601 WE ARE SENDING YOU: Via: Hand Delivery THE FOLLOWING: X Report Prints X Plans _ Shop Drawings Specifications Copies Check _ Contract Documents 2 Copies—West Barnstable Communities Site A Construction Plans(revised 01-18-08) cno 1 Copy—Operation&Maintenance Plan—Site A i t F 1 Copy—Water Quality Monitoring Plan—Site AY 1 Check for$150 n cn w M REMARKS: Please call if you have any questions. COPY TO: Julie Creamer SIGNED: Joe Henderson Housing Investment Inc. 40 Court Street, Suite 650 Boston, MA 02186 f, Horsley Witten Group :E Sustainable Environmental Solutions 90 Route 6A Sandwich,MA • 02563 ,'y Tel:508-833-6600 • Fax:508-833-3150 wwwhorsleywitten.corn Letter of Transmittal TO: Tom McKean, Director DATE;02/15/08 JOB NO. 5093 Barnstable Health Division RE: West Barnstable Communities Site A 200 Main Street Hyannis, MA 02601 WE ARE SENDING YOU: Via: Hand Delivery THE FOLLOWING: X Report Prints X Plans _ Shop Drawings Specifications Copies Check _ Contract Documents 2 Copies—West Barnstable Communities Site A Construction Plan,Existing Conditions Sheet 3 (revised 02-15-08) 2 Copies—Architectural Floor Plans(Sheet Numbers A1.1,A1.2,A1.4,A1.5 and A1.10) i RTEMMMS: Please efl if youl ave any questions. C N 1 COPY TO: Julie Creamer SIGNED: Joe Henderson Housing Investment Inc. 40 Court Street, Suite 650 Boston, MA 02186 pf THE Tp� Town of Barnstable r * ILARNSTABLE, MASS. i63q. Board of Health�p �� ArFp MA't a. 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi November 26, 2007 Mr. F.P. (Tom) Lee, P.E. Senior Project Manager Horsley Witten Group 90 Route 6A Sandwich, MA 02563 RE: Site A West Barnstable Community, Seven-Four Family Townhouses, 7.2 acres, 18 Two-Bedroom Units and 10- Three Bedroom Units, 7,260 GPD A=215-020 and 028 Dear Mr. Lee During the public meeting of the Board of Health held on November 7, 2006, the Board reviewed the proposed wastewater.treatment system for the proposed construction of 18 two- bedroom units and 10- three bedroom units at Route 132 West Barnstable, Massachusetts (adjacent to the.YMCA). The wastewater system will consist of a 27,000 gallon two compartment septic tank, a Advantex innovative-alternative (I/A) treatment unit and a Presby Enviro-Septic leaching field. The Board of Health has no objections to this proposal. The Board approves this proposal using the revised plans dated September 28, 2007, with the following conditions: 1) The wastewater effluent shall be monitored bi-annually (twice per year, not quarterly as proposed) for the following parameters: pH, BOD, TSS, TKN, Ammonia- Nitrogen and Nitrate-Nitrite. 2) The effluent shall be monitored for a period of two (2)years minimum (not one year as proposed). 3) The applicant shall locate an outdoor recycling waste storage area onsite. Sincerely, Waya Miller,M.D. Chairman CC: Arthur Traczyk Q:\WPFILES\Lee Horsley&Witten CommunitySiteA Nov2007.doc Il , Town of Barnstable •�RA&`STABLE. •) 1ate. Board of Health �A s4 , h TFD MPy a P.O. Box 534, Hyannis MA 02601 Ofticc: 508-862-4644 \\'acne NIiIIcr,`'I.D. FAX: i08-790-6304 r January 11, 2007 Mr. F.P. (Tom) Lee, P.E. Senior Project Manager Horsley Witten Group 90 Route 6A Sandwich, MA 02563 -- - - -- - ---- -R-E.-- S-ite-A-West B-arnstable-Community-:-Seven--Four-Farmty To-,"hottses.7:2-acres-.-- - -- 18 Two-Bedroom Units and 10- Three Bedroom Units, 7,260 GPD A=2l5-u2u and 028 Dear Mr. Lee During the public,meeting of the Board of Health held on November 7, 2006, the Board reviewed the proposed wastewater treatment system for the proposed construction of 18 two-bedroom units and 10- three bedroom units at Route 132 West Barnstable, Massachusetts djacent to the YMCA). Tlie-wastewater system will consist of P'000 gallon two compartment septic tan , —.ri AST )renovative-alternative (I/A) treatment —tiriit;'a`t n�i a^� b'0, a -- red a soil abso>ption System. The Board of Health has no objections to this proposal. The Board approves this proposal with the following conditions: 1) The wastewater effluent shall be monitored bi-annually (twice per year, not quarterly as proposed ) for the following parameters: pH, BOD, TSS, TKN, Ammonia-Nitrogen and Nitrate-Nitrite. 2) The effluent shall be monitored for a period of two (2) years minimum (not one year as proposed). 3) The applicant shall locate an utdoor recycling waste storage area onsite. Sincerely, Wayne Miller, M.D. Chairma�i CC: Arthur Traczyk Q:\1 P;Lrc('unununitySitc:\ t Town of Barnstable f � Board of Health P.O. Box 534, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. January 11, 2007 Mr. F.P. (Tom) Lee, P.E. Senior Project Manager Horsley Witten Group 90 Route 6A S Sandwich, MA 02563 (JtJ< 'RE' S%e A'West4Barrx>stable Cornmumty; S en Four FariiilyTownhauses, 72 acres, 1'8 TwoxBedroom U,r>ts and 10 Three Bedroom Units;7,26® GPD A 2'°15 020 3 and 028: Dear Mr. Lee During the public meeting of the Board of Health held on November 7, 2006, the Board reviewed the proposed wastewater treatment system for the proposed construction of 18 two-bedroom units and 10-three bedroom units at Route 132 West Barnstable, Massachusetts (adjacent to the YMCA). The wastewater system will consist of a 23,000 gallon two compartment septic tank, a NitriFAST innovative-alternative (I/A) treatment unit, a 12,000 gallon dosing chamber, a chemical supply basin, and a soil absorption system. The Board of Health has no objections to this proposal. The Board approves this proposal with the following conditions: 1) The wastewater effluent shall be monitored bi-annually(twice per year, not quarterly as proposed) for the following parameters: pH, BOD, TSS, TKN, Ammonia-Nitrogen and Nitrate-Nitrite. 2) The effluent shall be monitored for a period of two (2) years minimum (not one year as proposed). 3) The applicant shall locate an outdoor recycling waste storage area onsite. Sincer ,, W e ler, M.D. Chairm CC: Arthur Traczyk Q:WP/LeeCommunitySiteA OPERATION AND MAINTENANCE PLAN West Barnstable Communities—Site A(Rte 132 adjacent to YMCA) West Barnstable, MA The wastewater treatment system to serve the West Barnstable Communities Site A development has a design capacity of approximately 7,260 gallons per day and consists of a 23,000 gallon two compartment septic tank, a NitriFAS.T 9.0 treatment unit, a NitriFAST 0.9 treatment unit, 12,000 gallon dosing chamber, chemical supply basin and a soil absorption system. The treatment system shall be operated by a certified wastewater treatment operator in accordance with the requirements of 257 CMR 2.00 and the Board of Registration of Operators of Wastewater Treatment Facilities. The treatment system shall also be operated in accordance with the State Environmental Code(310 CMR 15.000) and the General Use Approval issued for the FAST system, with the exception that the total nitrogen in the effluent shall not exceed 19 mg/L. Maintenance and inspection tasks for the FAST treatment system are to be performed as specified by J&R Engineered Products, Inc., at the frequency specified by J&R Engineered Products, Inc. or by the system permit. All FAST units require a 2 year service agreement upon purchase. The certified operator should perform the following on a quarterly basis: ■ Measure and record the influent and effluent temperature ■ Observe inlet sampling port for any blockage ■ Observe outlet sampling port for any blockage ■ Check vent flow and odor ■ Inspect covers and locks ■ Check covers for water tightness ■ Inspect structures visually for condition and integrity ■ Inspect dosing pumps: Check operation, timing, amperage Check pumping rate Check operation of floats, electrical components, Emergency lights and audible alarms ■ Inspect vents for cracks and clear screens of any debris ■ Clean or replace air filter in blower ■ Inspect chemical supply basin Check pump operation Check chemical dosing line in septic tank ■ Inspect cleanouts ■ Inspect leaching area for signs of standing water ■ Make general observations and comment. J:l5393 Hous',ng Assis-YMCA-E...omba dtReportsiSi;e A O&M plan.do c November 7, 2006 4 ■ Keep a written record or fill out the attached Inspection and O&M form for every inspection The following should be performed annually: ■ Check sludge depth in septic tanks, order pumping if top of sludge is less than 12 inches below bottom of outlet tee; have tank pumped regardless if it has been two years since the last pumpout. JA5093 Housing Assis-YMCA-Lombard\Reports\Sibe A O&M plan.doc November 7, 2006 WATER QUALITY MONITORING PLAN West Barnstable Communities— Site A (Rte 132 adjacent to YMCA) West Barnstable, MA The monitoring plan has been developed in response to the Board of Health regulations for alternative technologies that allow the Board to require monitoring of the performance of an alternative septic system. We propose, ert�f m�.nr tic system influent and effluent for the following parameters: ,�-'\�CI IC4 11N C H; '1'_'��zw-�' p Biological Oxygen Demand (BO ); Total Suspended Solids (TSS) Total Nitrogen including: Total Kjeldahl Nitrogen(TKN) Ammonia-Nitrogen Nitrate-Nitrite Samples will be analyzed by a state certified laboratory. Analytical results will be reported to the Board of Health, Housing Assistance Corporation, and the contract operator within 30 days of sample collection. Samples will be collected quarterly for a period of one year only. JA5093 Housing Assis-YMCA-Lombard\Re-ports\Site A 0&M plan.doc November T, 2006 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title.51/A Treatment and Disposal Systems A. Installation Important: When filling out Owner forms on the computer,use only the tab key Facility Street Address to move your cursor-do not City Zip use the return key' Mailing address of owner, if different: Street Address/PO Box: City State Zip ( ) - ext. Telephone Number B. Authorized Service Provider 08M Firm Street Address City State Zip ( ) - ext. Telephone Number Certified Operator Name Certification Number C. Facility/System Information DEP ID Manufacturer ID Model Number Installation Date Start of Operation Approval Type: ❑ General ❑ Provisional ❑ Piloting ❑ Remedial Seasonal Residence—used less than 6 mo./year: ❑ Yes ❑ No D. Operating'Information Inspection Date Previous Inspection Date Sludge Depth(to be checked yearly) Pumping Recommended ❑ Yes ❑ No t5aiom.doc•rev. 11-07-05 Page 1 of 3 4 �i Massachusetts Department of Environmental Protection ' Bureau of Resource Protection -Title'5 DEP Approved Inspection and O&M Form for Title 5 IIA L Treatment and Disposal Systems E. Field Testing Field Inspection: Color: ❑ gray ❑ brown ❑ clear ❑turbid ❑ Other(specify): Odor: ❑ musty ❑ earthy ❑ moldy ❑ offensive ❑ turbid Effluent Solids: ❑ no ❑ some NTU pH s to 9 SU DO 2 or grea erg/L Turbidity 40 or less Should a Remedial or General Use system fail the Field Testing, effluent samples shall be collected per Standard Methods and analyzed for BOD and TSS. F. Sampling Information Samples Taken: ❑ Influent ❑ Effluent Commercial systems or systems with a design flow of 2000 gpd and greater, and General Use nitrogen reducing systems: gpd Parameters sampled5❑ pH ❑ BOD❑CBOD ❑ TSS❑TN ❑'Other(list below) Other 1 Other 2 Other 3 G. Inspection and Maintenance Description of any maintenance performed since previous inspection&during this inspection: Notes and Comments: t5aiom.doc-.rev.11-07-05 Page 2 of 3 r Massachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 VA Treatment and Disposal Systems H. Certification certify: I have inspected the sewage treatment and disposal system at the address above, have, conducted the required Field Testing and/or sample collection in accordance with Standard Methods, have completed this report and the attached technology operation and maintenance checklist,and the information reported is true, accurate, and complete as of the time of the inspection. I am a Massachusetts certified operator in accordance with 257 CMR 2.00. Operator Signature Date System owner must submit this report,technology O&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use—by January 31 s`of each year for the previous calendar year Piloting Use-within 45 days of inspection date Provisional Use—by March 31th of each year for the previous 12 months General Use-by September 30`"of each year for the previous 12 months Send to: Department of Environmental Protection Attention: Title 5 Program One Winter Street, 6°i Floor Boston, MA 02108 15aiom.doc•rev.11-07-05 Page 3 of 3 i Horsley orsley Witten Group Sustainable Environmental Solutions 90 Route 6A Sandwich,MA • 02563 Tel.,508-833-6600 Fax:508-833-3150 www.horsleywitten.com t z Letter of Transmittal TO: Tom McKean, Director DATE;10/25/06 JOB NO. 5093 Barnstable Health Division RE: West Barnstable Communities Site A and B 200 Main Street Hyannis, MA 02601 WE ARE SENDING YOU: Via: Mail THE FOLLOWING: X Report Prints X Plans _ Shop Drawings Specifications Copies Check _ Contract Documents 1 Copy—Submittal Letter 1 Co —Site A- Soil Evaluation Reports and Percolation Test Results 1 Co —Site B - Soil Evaluation Reports and Percolation Test Results `= 4 Copies—Design Plans for West Barnstable Communities Site A o ---+ CZ 4 Copies—Design Plans for West Barnstable Communities Site B sv ' cn L.J1 �Y ry � c� REMARKS: Tom, Attached are the design plans for the West Barnstable Communities Site A and B developments. Please call if you have any questions. COPY TO: SIGNED: Joe Henderson }HIS 4y.. ..Wittenq..-J, roup Sustainable Environmental Solutigns . October 25,2006 90 Route 6A Sandwich MA • 0256S Phone-508-833.-6600 Fax=508-833 3150 www:horsleywitten com. Torn McKean, Director Barnstable';Board of Health Town of:Barnstabie 200 Mani:Street . Hyannis.-NIA.02601 . Re:': West.Barnstable Communities Site A and B Dear Mr.McKean: The Horsley Witten Group, Inc .is'submtning:the enclosed:design o the wastewater treatment system"s for the Wesf Barnstable Communities Site.A and B Developments on.behalf of the HousingAssistance:. Corporation The West Barnstable Communities Site A property consists.of 7 2 acres and is located at:lVlap 215;Parcels 020 and 028,WesfBarnstable Massachusetts:. The developmerif includes residences that will consist of seve I. n,four=familyfownhouses, coiriprised of i8 two-bedroom units and 10.4hree'bedroom units with a Title 5 design flow of 7.,260 gaT]ons per day''(gpd) The design flow'as based 6n`110 gaUday/bedroom as = deetned:mi -3.i0.CMR 15 41.6.Wastewater will,be'collected-arid transported,to:the'treatment system through,a.gravity sewer main°-The treatment.system consists of a'23,600 gallon septic tank,NitriFAST® :. 9;Q.unit,Nit6FAST 0.9®.unit and 12;000 gallon dosing chamber. Also included 'are two and"a 5 gallon chemical supply basi, which mill dose Micro C,anon-hazardous carbon,additive,to the NitriFAS.T®0.9 unit From the treatment.system,,treated'effluent:will.be.pumped through a force main to..the'leaching area located in- the northwest o:orner of the site The leaching field consists of 24 trenches approximately 75'feet,in length. The treatment systeiri is designed to treat to 19 mg%L for total nitrogen The;West Barnstable.Communities Site_B ro.'e. consists.of 8.3-acres and is located at 2331 Meetin ease p P m'... V�ay(Route 1.49);Map-15-5,Parcel 002 West Barnstable,Massachusetts. The proposed building win consist'of-twelve;uhits designated-for residents aged'. and,older,with a Title 5:design flow of,�i;800 gpd. The-design flow`is bas.ed.6dI5:0`gal/day/unit as defined in 340 CMR 416: .Wastewater will flow by,: gravity-from fhe-.proposed building,.into the 6,000.gallon-septic.tank for.pr.imary.settling. From the septic -tank'floW'bontinues by,gravity to the Bioclere;unit which will provide enhanced.treatme'nt After treatment in the Bioclere unit wastewater flow$by gravity,throagh the.9-outlet distribution box for.'. re disposal in•the 6-6.8 foot long;leachin'.trenches. The-treatment system is_also-designed-to treat to 19 mg/L for total 'nitrogen.: j. The.wastewater designplans are enclosed for your review and approval ::Please call with any questions or tf you require any further mforrnation - 140J6LEY_WITTEN'GROUP,.INC._ :P. (Tom):Lee; PE Senior Project Manager Enclosures. fa5,09� Housing,ASsis-YMCA-[ nmbard\C orr_e*spohdejice\BOI I lettd i.0230G.d:oc ' Sandwich Boston Providence Smart Growth •"Integrated Water Management Wastewater Managerrient Stonnwater Management •'CrvrI&Environmental Engipeering •wettands Assessment Hydrogeol'ogy&watef.Supply,•_Coastal Management.i Site Assessment-&Remediation. Land Use Planning • Graphic Services r'Educatio &'outreach FOR 15 Ti iX DATE l 26 TIME L�� A. OF ❑FAX PHONE ❑MoeiLei��' $3'J'.lr�ot� YQL7RLlL,. AREA CODE NUMBER EXTENSION .& MESSAGE c n t } �' P1ASEAi€ (.a °e > AST FtSIGVE L a. � OpS F r e �t f� t ' a 4 Y `v 1 �F I 4 T ' i WE ^ G n.CA d S,k, W- -Ke ��/'--S t2,Md OV l5" I Commonwealth of Massachusetts Town of Barnstable Percolation Test °`. Form 12 4M Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Important: A. Site Information When filling out forms on the computer,use Housing Assistance Corporation only the tab key Owner Name to move your 2239 lyannough Road/Rte. 132 cursor-do not Street Address or Lot# use the return key. W. Barnstable MA CitylTown State Zip Code Joe Henderson, Horsley Witten Group (508)833 6600 Contact Person(if different from Owner) Telephone Number B. Test Results 06/08/2006 12:49 PM 06/08/2006 10:50 PM Date Time Date Time Observation Hole# TP-5 TP-7 Depth of Perc 66" 66" Start Pre-Soak 12:49 PM 11:45 PM End Pre-Soak 1:04 PM 12:00 PM Time at 12" 1:04 PM 12:00 PM Time at 9" 1:10 PM 12:15 PM Time at 6" 1:17 PM 12:33 PM Time(9"-6") 7 min. 18 min. Rate (Min./Inch) 3 MIN/INCH 6 MIN/INCH Test Passed: ® Test Passed: Test Failed: ❑ Test Failed: ❑ Joseph Henderson, Horsley Witten Group, Inc. Test Performed By: Donald Desmarais, R.S., Barnstable Health Department Witnessed By: Comments: t5form 12.doc•06/03 Perc Test•Page 2 of 2 Commonwealth of Massachusetts Town of Barnstable Percolation Test Form 12 Percolation test results must be submitted with the Soil Suitability.Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Important: A. Site Information .When filling out . forms on the computer,use Housing Assistance Corporation only the tab key Owner Name to move your 2239 lyannough Road/Rte. 132 cursor-do not Street Address or Lot# use the return key. W. Barnstable MA City/Town State Zip Code Joe Henderson, Horsley Witten Group (508)833 6600 Contact Person(if different from Owner) Telephone Number B. Test Results 06/08/2006 10:55 AM 06/08/2006 10:50 AM Date Time Date Time Observation Hole#. TP-1 TP-3 58" 70" Depth of Perc Start Pre-Soak 10:58'AM 11:10 AM End Pre-Soak 11:13 AM 11:25 AM Time at 12" 11:13 AM 11:26 AM Time at 9" 11:29 AM 11:43 AM Time at 6 11:49 AM 12:06 PM Time (9"-6") 20 min. 23 min. Rate.(Min.)Lnch) 7 MIN/INCH 7 MIN/INCH Test Passed: ® Test Passed: Test Failed: ❑ Test Failed: ❑ Joseph Henderson, Horsley Witten Group, Inc. Test Performed By: Donald Desmarais, R.S., Barnstable Health Department Witnessed By: Comments: t5form 12.doc•06/03 P.erc Test•Page 1 of.2 1 w Commonwealth of Massachusetts V_j Town of Bourne Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal DEP has provided this form for use by on-site professionals and local Boards of Health.Other forms may be used,but the Information must be substantially the same as provided here.Before using this form,check with your local Board of Health to determine the form they use. A. Facility Information .1. Facility Information Housing Assistance Corporation Owner Name - - - - 2239 lyannough Road/Rte.132 Map 215 Lot 028 Street Address Map/Lot W.Barnstable MA Cityfrown state Zip Code _ B. Site Information 1. (Check one) New Construction XD Upgrade Repair 2. Published Soil Survey available? Yes XX No If yes: 1983 1:25,000 PVC Year Published Publication Scale Soil Map Unit Plymouth Barnstable Complex Excessively drained Soil Name Soil limitations 3. Surficial Geological Report available? Yes No R If yes: Year Published Publication Scale Map Unit Geologic Material Landform - 4. Flood Rate Insurance Map: Above the 500 year flood boundary? Yes XX No M Within the 100 year flood boundary? Yes No XD Within the 500 year flood boundary? Yes No XX Within a Velocity Zone? Yes Ej No ] 5. Wetland Area: National Wetland Inventory Map Map Unit - Name Wetlands Conservancy Program Map Map Unit Name - 6. Current Water Resource Conditions(USGS) 05/06 Range: Above Normal Normal E] Below Normal on1�7i ear— . 7: Other references reviewed: DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts Town of Barnstable Form 11 Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holes required at every proposed disposal area) Deep Observation Hole Number: ww-1 8-Jun-06 8:00 AM-11:00 AM Cloudy,60 ate- I ime Weather 1. Location Ground Elevation at Surface of Hole 132 Location(Identify on Plan) 2. Land Use: woodland few 0-2 e.g.woodland,agricultural e ,vacant lot.etc. Surface Stones Slope _ ra�ss eV getation Landform Position on landscape(attach sheet) 3. Distances from: Open Water Body >100 Drainage Way >100 Possible Wet Area >100 Teel feet feet Property Line 85 Drinking Water Well >100 Other eeT t feet 4 Parent Material: Compact Till' Unsuitable Materials Present: Yes No X❑ If Yes: :Disturbed Soil Fill Material Impervious Layer(s) Weathered/Fractured Rock Bedrock 5 Groundwater Observed: Yes No X❑ If Yes:' Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: >12 <120 feet a eva ion DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts m -} Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: WW-1 Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence 11-ayer Munsell USDA Moist Depth Color Percent Gravel Cobbles 8 Stones 0-3 A 10 YR 3/2 SANDY 5 5 WEAK,MASSIVE LOOSE LOAM 3-40 B 10 YR 4/6 SANDY 5 5 WEAK,MASSIVE LOOSE LOAM 40-144 C 2.5 Y 5/4 LOAMY 5 5 WEAK,MASSIVE VERY FIRM SAND Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal E. Depth of Pervious Material 1. .Depth of Naturally Occurring Pervious Material a. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes XX No b.If yes,at what depth was it observed? Upper boundary: 40 tower boundary: 144 'has inches F. Certification I certify that I have passed the soil evaluator examination'approved by the Department of Environmental Protection and that the above naI sis was p ormed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. -TignWire of Sol[ a ua r. - ate lose pE.Henderson Jul-01 peor oteTy Soil Evaluator Date of Soilva ua or Exam Donald Desmarais,IRS Barnstable BOH -frame of goardof MalthWitness W55FT37Frealth Note:This form must be submitted to the approving authority with Percolation Test form 12 DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal VjCommonwealth of Massachusetts Town of Barnstable _ _ Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holes required at every proposed disposal area) Deep Observation Hole Number: WW-2 8-Jun-06 8:00 AM-11:00 AM Cloudy,60 We— Date1 -- imea er 1. Location Ground Elevation at Surface of Hole 132 Location(Identify,on Plan) 2. Land Use: woodland few 0-2 e.g.woo an ,agncu tura field,vacant lot,etc. u ace ones Slope a - grass afonLandform Position on landscape(attach see 3. Distances from: Open Water Body >100 Drainage Way >100 Possible Wet Area >100 Test eel— e - Property Line 85 Drinking Water Well >100 Other eel ej'-- feet 4 Parent Material: Compact Till Unsuitable Materials Present: Yes No X❑ if Yes: Disturbed Soil Fill Material ❑ Impervious Layer(s) Weathered/Fractured Rock Bedrock 5 Groundwater Observed: Yes No XQ If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: >12 <120 feet elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal r Commonwealth of Massachusetts - _- Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal ,Deep Observation Hole Number: WW-2 Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse.Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones 0-6 O 6-10 A 10 YR 3/2 SANDY 5 5 WEAK,MASSIVE LOOSE LOAM 10-36 B 10 YR 416 SANDY 5 5 WEAK,MASSIVE LOOSE LOAM 36-144 C 2.5 Y 5/4. LOAMY 5 5 WEAK,MASSIVE VERY FIRM SAND j Additional Notes POCKET OF COARSE SAND/SILT LOAM ON SW PIT WALL(48,,-80") DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts - Town of Barnstable Form 11 ; Soil Suitability Assessment for On-Site Sewage Disposal E. Depth of Pervious Material 1. Depth of Naturally Occurring Pervious Material a. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes XQ No b.If yes,at what depth was it observed? Upper boundary: 36 Lower boundary: 144 me es inches F. Certification I certify that I have passed the soil evaluator examination`approved by the Department of Environmental Protection and that the abov analy is was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. 1grpure of SoilEvaluator - - a e Joseph E.Henderson Jul-01 or nn a ame o of Eva uator ate o of va uator Exam ype Donald Desmarais,IRS Barnstable BOH Name of oar o eat dness Board o eat Note:This form must be submitted to the approving authority with Percolation Test Form 12 DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal i Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holes required at every proposed disposal area) Deep Observation Hole Number: WW-s 8-Jun-06 8:00 AM-1 1:00 AM Cloudy,60 ate-- I ime Weather 1. Location Ground Elevation at Surface of Hole 128 Location(Identify on Plan) 2. Land Use: woodland few 0-2 e.g,woodland,agricultural e ,vacant lot,etc. u ace tones Slope o woods - Vegetation Landform Position on landscape(attach see 3. Distances from: Open Water Body >100 Drainage Way >100 Possible Wet Area >100 eel ee— e Property Line >100 Drinking Water Well >100 Other feet feet 4 Parent Material: Compact Till Unsuitable Materials Present: Yes 0 No X❑ If Yes: Disturbed Sail ❑ Fill Material Impervious Layer(s) ❑ Weathered/Fractured Rock Bedrock 5 Groundwater Observed: Yes M No TJ If Yes: Depth.Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: >10.5 <117 ee elevation - - - DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts Town of Barnstable rl Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: WW-3 I Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse.Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munseli USDA Moist Depth Color Percent Gravel Cobbles &Stones 40 O 0-2 A 10 YR 3/2 SANDY 5 5 WEAK,MASSIVE LOOSE LOAM SANDY 2-24 B 10 YR 4/6 LOAM 5 5-10 WEAK,MASSIVE LOOSE 24-48. C� 10 YR 5/6 SANDY 5 5-10 WEAK,MASSIVE LOOSE LOAM 48-128 C2 2.5 Y 5/4 LOAMY 5 5-10 WEAK,MASSIVE VERY FIRM SAND Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts - Town of Barnstable Form 11 -Soil Suitability Assessment for On-Site Sewage Disposal E. Depth of Pervious Material 1. Depth of Naturally Occurring Pervious Material a. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes XQ No ❑ b.If yes,at what depth was it observed? Upper boundary: 24 Lower boundary: 128 inchesinches F. Certification I certify that I have passed the soil evaluator examination'approved by the Department of Environmental Protection and that the above an lysis was pert�red by me consistent with the required training,expertise and experience described in 310 CMR 15.017. 6 AS1,7� ignatu 16f Soilv uator r _ate _ Joseph E.Henderson Jul-01 hype or nnta ame of of Evaluator ate o of va uator Exam Donald Desmarais,IRS Barnstable BOH Name of Boardof HegithWitness - oar o ea t Note:This form must be submitted to the approving authority with Percolation Test Form 12 " DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holes required at every proposed disposal area) Deep Observation Hole Number: WW-4 8-Jun-06 8:00 AM-11:00 AM Cloudy,60 a e ime ea er 1. Location i Ground Elevation at Surface of Hole 126 Location(Identify on Plan) 2. Land Use: woodland few 0-2 e.g.woo an ,agncu tura e ,vacant lot,etc. Surface Stones Slope woods Vegetation Landform Position on landsca06(attach sheet) 3. Distances from: Open Water Body >100 Drainage Way >100 Possible Wet Area >100 eelfeet Property Line 15 Drinking Water Well >100 Other Test feet 4 Parent Material: Compact Till Unsuitable Materials Present: Yes No X❑ If Yes: Disturbed Soil Fill Material Impervious Layer(s) ❑ Weathered/Fractured Rock Bedrock Ej 5 Groundwater Observed: Yes No X❑ If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: >11.5 <114 feet elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts -T Town of Barnstable Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: WWI Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones 5-0 O 0-5 A 10 YR 312 SANDY 5 5 WEAK,MASSIVE LOOSE LOAM 5-23 B 10 YR 4/6 SANDY 5 5 WEAK,MASSIVE LOOSE LOAM 23-135 C 2.5 Y 6/4 LOAMY 5 5 WEAK,MASSIVE LOOSE SAND Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal E. Depth of Pervious Material 1. Depth of Naturally Occurring Pervious Material a. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes Ej No b.If yes,at what depth was it observed? Upper boundary: 23 Lower boundary: n3 es me es F. Certification 1 certify that I have passed the soil evaluator examination'approved by the Department of Environmental Protection and that the abov analy is was rformed.by me consistent with the required training,expertise and experience described in 310 CMR 15.017. (Ole Date ign ure o of va ua r - Jose h E.Henderson Jul-01 ype ate o of va uator Exam or note Name o of va uator Donald Desmarais,IRS Barnstable BOH oar o eat Name ot tjoara of r1eannness Note:This form must be submitted to the approving authority with Percolation Test Form 12 DEP Form 11 Soil Suitability.Assessment for on-Site Sewage Disposal Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holes required at every proposed disposal area) Deep Observation Hole Number: Ww-5 8-Jun-06 8:00 AM-11:00 AM Cloudy;60 ate Time Weather 1. Location Ground Elevation at Surface of Hole 131 Location(Identify on Plan) 2. Land Use: woodland few 0-2 e.g.woodland,agricultural e ,vacant lot,etc. Surface Stones Slope - woods egetauon _ an orm Position on landscape(attach see 3. Distances from: Open Water Body >100 Drainage Way >100 Possible Wet Area >100 eet eel feet Property Line 40 Drinking Water Well >100 Other feet - eel— 4 Parent Material: Compact Till Unsuitable Materials Present: Yes No Q If Yes: Disturbed Soil Fill Material Impervious Layer(s) Weathered/Fractured Rock Bedrock 5 Groundwater Observed: Yes No Q If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: >10.5 <120 feet elevation • DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: WW-5 Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (mottles) Texture %by Volume Consistence (In.) Horizon) Color-Mdist ( Moist Layer Munsell USDA Gravel Cobbles Depth Color Percent &Stones 3-0 O. SANDY 5 5 WEAK,MASSIVE LOOSE 0-2 A 10 YR 3/2 LOAM SANDY 5 5 WEAK,MASSIVE LOOSE 2-24 B 10 YR 4/6 LOAM LOAMY 5 5-10 WEAK,MASSIVE LOOSE 24-129 C 2.5 Y 5/.4 SAND Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal E. Depth of Pervious Material 1. Depth of Naturally Occurring Pervious Material a. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes X❑ No b.If yes,at what depth was it observed? Upper boundary: 24 Lower boundary: 129 me es inches F. Certification I certify that I have passed the soil evaluator examination`approved by the Department of Environmental Protection and that the above analysis was pert rmed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. (gnat of va ue, ate Joseph E.'Henderson Jul-01 gypeT nnted Name of boilEvaluator "15a1_e_o7Toff Evaluator Exam Donald Desmarai$,RS Barnstable BOH ame o oar o eat does - oa of Health Note:This form must be submitted to the approving authority with Percolation Test Form 12 i DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal } Commonwealth of Massachusetts Town of Barnstable -- . Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holes required at every proposed disposal area) Deep Observation Hole Number: wW-6 8-Jun-06 8:00 AM-11:00 AM Cloudy,60 Date Time eat,er 1. Location Ground Elevation at Surface of Hole 128 Location(Identify on Plan) 2. Land Use: woodland few 0-2 e.g.woodland,agncultural field,vacan ot,etc. Surface Stones Mope - woods ege a ion -Landform Position on landscape attac s eat 3. Distances from: Open Water Body >100 Drainage Way >100 Possible Wet Area >100 feet '- feet feet Property Line 15 Drinking Water Well >100 Other feet eTeT-- 4 Parent Material: Compact Till Unsuitable Materials Present: Yes El No X� If Yes: Disturbed Soil Fill Material Impervious Layer(s) Weathered/Fractured Rock Bedrock ❑ 5 Groundwater Observed: Yes ❑ No TJ If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: >10.5 <117.5 feet a e a ion _ DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal i Commonwealth of Massachusetts - Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: WW-6 Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones 3-0 O 0-2 A 10 YR 3/2 SANDY LOAM 5 5 WEAK,MASSIVE LOOSE 2-24 B 10 YR 4/6 SANDY 5 5 WEAK,MASSIVE LOOSE LOAM 24-128 C 2.5 Y 5/4 LOAMY SAND- 5 5-10 WEAK,MASSIVE LOOSE Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal . Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal E. Depth of Pervious Material 1. Depth of Naturally Occurring Pervious Material a._ Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes XQ No b.If yes,at what depth was it observed? Upper boundary 24 Lower boundary: 128 me es inches _ F. Certification I certify that I have passed the soil evaluator examination*approved by the Department of Environmental Protection and that the above aAalysis was ormed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. ignatu o of va uator - ate - - Joseph E.Henderson Jul-01 Typed or nnte ame of SoilEvaluator ate of SoilEvaluator xam Donald Desmarais,IRSBarnstable BOHBoard of Health ame of Boardof Healit)witness Note:This form must be submitted to the approving authority with Percolation Test Form 12 DEP Form 111 Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts Town of Barnstable ,., Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holes required at every proposed disposal area) Deep Observation Hole Number: WW-7 8-Jun-06 8:00 AM-11:00 AM Cloudy,60 ate Time Weather 1. Location Ground Elevation at Surface of Hole 131 Location(Identify on Plan) 2. Land Use: woodland few 0-2 e.g.;Ty-oodiand,agricultural 41d,vacant lot,etc. _ u ace tones Slope o - woods - Vegetation Landform Positi8n on landscape(anach s eet - - 3. Distances from: Open Water Body >100 Drainage Way >100 Possible Wet Area >100 feet feet --re—et Property Line 50 Drinking Water Well >100 Other feet ele 4 Parent Material: Compact Till Unsuitable Materials Present: Yes ❑ No X❑ If Yes: Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock .❑ 5 Groundwater Observed: 'Yes No X If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: >10 <120 et a eva ion - DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts _— Town of Barnstable p Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: 1AW-7 Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles&Stones 2-0 O SANDY 5 5 WEAK,MASSIVE LOOSE 0-2 A 10 YR 3/2 LOAM SANDY 5 5-10 WEAK,MASSIVE LOOSE 2-16 B 10 YR 6/4 LOAM SANDY 5 5-10 WEAK,MASSIVE LOOSE 16-60 Ci 10 YR 5/6 LOAM LOAMY 5 5-10 WEAK,MASSIVE FIRM 60-120 CZ 2.5 Y 5/4 SAND Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal E. Depth of Pervious Material 1. Depth of Naturally Occurring Pervious Material a. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system. Yes X❑ No , b.If yes,at what depth was it observed? Upper boundary 16 Lower boundary: 120 me has inches F. Certification I certify that I have passed the soil evaluator examination*approved by the Department of Environmental Protection and that the above alysis wasp rmed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. ignal o of va ato - ate Joseph E.Henderson Jul-01 4ype or note ame o oil Evaluator Date of soilEvaluator Exam Donald Desmarais RS Barnstable BOH Name of oa o eat dness oard of Health - Note:This form must be submitted to the approving authority with Percolation Test Form 12 DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts Town of Barnstable 2�F Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holes required at every proposed disposal area) Deep Observation Hole Number: wW_8 8-Jun-06 8:00 AM-11:00 AM Cloudy,60 Date 1me eat er - - 1. Location Ground Elevation at Surface of Hole 128 Location(Identify on Plan) 2. Land Use: woodland few 0-2 e.g.woodland,agncultural 09,vacant lot,etc. Surface Stones Slope woods egetat�on- - Land orrn Position on landscape(attach sheet) 3. Distances from: Open Water Body >100 Drainage Way >100 Possible Wet Area >100 ee"f t feet Property Line 50 Drinking Water Well >100 Other eel feet 4 Parent Material: Compact Till Unsuitable Materials Present: Yes ❑ No X❑ If Yes: Disturbed Soil ❑ Fill Material Impervious Layer(s) Q Weathered/Fractured Rock ❑ Bedrock 5 Groundwater Observed: Yes No XQ If Yes: Depth Weeping from Pit Depth Standing Water in Hole. Estimated Depth to High Groundwater: >10.5 <117 feet a eva ion _ DEP Form 11 Soil Suitability.Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts Town of Barnstable > Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: WW-B Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones 2-0 O 0-2 A 10 YR 3/2 SANDY 5 5 WEAK,MASSIVE LOOSE LOAM 2-18 B 10 YR 6/4 SANDY 5 5-10 WEAK,MASSIVE LOOSE LOAM 18-128 C 2.5 Y 5/4 LOAMY 5 5-10 WEAK,MASSIVE FIRM SAND Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal E., Depth of Pervious Material 1. Depth of Naturally Occurring Pervious Material a. Does at least,four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes XQ No El b.If yes,at what depth was it observed? Upper boundary: 18 Lower boundary: 128 me es inches F. Certification I certify that I have passed the soil evaluator examination*approved by the Department of Environmental Protection and that the above nalysi wasnikrformed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. T—ignatob of oil Date Jose h E.Henderson Jul-01 Typedor nnte ame o of Evaluator ate o of va ua or xam D rD marais, S _ Barnstable BOH nd Boardo eat Name ness Note:This form must be submitted to the approving authority with Percolation Test Form 12 DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts _ Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holes required at every proposed disposal area) Deep Observation Hole Number: 1 8-Jun-06 8:00 AM-11:00 AM Cloudy,60 ate- I ime Weather 1. Location Ground Elevation at Surface of Hole 146 Location(Identify on Plan) 2. Land Use: Woodland none 5 e.g.wooaland,545"M[Gural field,vacant lot,etc. Surface Stones Slope woods Vegetation Landform Position on landscape(attach sheet) 3.. Distances from: Open Water Body >100 Drainage Way >100 Possible Wet Area >100 eet t --Test- feet Property Line >100 Drinking Water Well >100 Other - x eet _ feet - R 4 Parent Material,, Ablation Till Unsuitable Materials Present:'Yes F No If Yes: Disturbed Soil Fill Material Impervious Layer(s). X❑ Weathered/Fractured Roc k Bedrock. `Q 5 Groundwater Observed: Yes �. No X❑ If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: >6 <140 rest " _ -•a eva ion ` DEP Form l l Soil Suitability Assessment for On-Site Sewage Disposal r Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: SW-1 Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other mottles Texture %by Volume Consistence (In.) Horizon) Color-Moist (mottles) Layer Munsell USDA Cobbles Moist Depth Color Percent Gravel &Stones 3-0 O SANDY 5-10 5 WEAK,MASSIVE LOOSE 0-5 A 10 YR 4/3 LOAM SANDY 5-10 5 WEAK,MASSIVE LOOSE 5-20 B 10 YR 5/6 LOAM SANDY 5-10 5 WEAK,MASSIVE LOOSE 20-43 Ci 10 YR 6/6 LOAM MEDIUM 5-10 5 WEAK,MASSIVE LOOSE 43-77 Cz 2.5 Y 6l4 SAND Additional Notes DEP Form 111 Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holes required at every proposed disposal area) Deep Observation Hole Number: 2 8-,tun-06 8:00 AM-11:00 AM Cloudy,60 Date ime Weather 1. .Location Ground Elevation at Surface of Hole 104 Location(Identify on Plan) 2. Land.Use: Woodland Many 5 e.g.woo an ,agn uracu e ,vacant o,etc. u ace'tones TERM woods Vegetation Landform Position on landscape(attach sheet) 3.1 Distances from: Open Water Body >100 Drainage Way >100 Possible Wet Area >100 ee e�TeT- feet - Property Line >100 Drinking Water Well >100 Other eeT t eTT 4 Parent Material:. Ablation Till Unsuitable Materials Present: Yes X0 No If Yes: Disturbed Soil Fill Material Impervious Layer(s) XQ 'Weathered/Fractured Rock" Bedrock 5 Groundwater Observed: Yes F No XO If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: >8 <06 feet elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal - Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: SW-2 Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other In. Horizon/ Color-Moist i t (mottles) Texture 1. %by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles 8 Stones 3-0 O BOULDERY 0-5 A 10 YR 4/3 SANDY 5-10 10-15 WEAK,MASSIVE LOOSE LOAM BOULDERY 5-20 B 10 YR 5/6. SANDY 5-10 10-15 WEAK,MASSIVE LOOSE LOAM BOULDERY FINE 5-10 10-15 WEAK,PLATY FIRM 20-43 Ci 7.5 YR 4/6 SANDY LOAM GRAVELLY 43-77 CZ T5 YR 4/6 BOULDERY 10-15 10-15 WEAK,MASSIVE LOOSE SANDY LOAM Additional Notes � 1 DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts -_ Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holes required at every proposed disposal area) Deep Observation Hole Number: 3 8-Jun-06 8:00 AM-11:00 AM Cloudy,60 ate ime eat er 1. Location Ground Elevation at Surface of Hole 120 Location(Identify on Plan) 2. Land Use: Woodland Common 5 e.g.woodland,agricuttural field,vacant lot,etc. Surface Stones Slope o - woods ege anon Landform Position on landscape(attach sheet) 3. Distances from: Open Water Body >100 Drainage Way >100 Possible Wet Area >100 eeT i feet feet Property Line >100 Drinking Water Well >100 Other feet feet 4 Parent Material: Ablation Till Unsuitable Materials Present: Yes X❑ No' If Yes: Disturbed Soil Fill Material Impervious Layer(s) XO Weathered/Fractured Rock Bedrock 5 Groundwater Observed: Yes No X❑ If Yes: Depth Weeping from Pit - Depth Standing Water in Hole Estimated Depth to High Groundwater: >9 <111 feet e evatwn • DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: SW-3 Soil Coarse Soil Other Depth Soil Soil Matrix: Redoximorphic Features Vo ume is Soil Structure Consistence kin.) Horizon/ Color-Moist (mottles) Texture by Moist La er. Munsell USD I Cobbles Depth Color Percent Gravel &Stones 5-0 O SANDY 5-10 10-15 WEAK,MASSIVE LOOSE p-g q 10 YR 4/3 LOAM SANDY 5-10 10-15 WEAK,MASSIVE LOOSE 3-24 B 10 YR 5/6 LOAM SANDY 5-10 10-15 WEAK,PLATY FIRM 24-48 C1 2.5 Y 4/6 LOAM BOULDERY 48-72 Cz 2.5 Y 4/6 LOAMY 15 20 WEAK,MASSIVE LOOSE SAND MEDIUM 5-10 5-10 WEAK,MASSIVE LOOSE 72-108 C3 2.5 Y 614 SAND Additional Notes e DEP Form 11 Soil Suitability Assessment for on-Site Sewage Disposal P�og zrtF toy o Town of Barnstable 1• BARINSIABLE, s . "ASS.a63q Board of Health �p . �0 , ArED MA'1 a 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi November 26, 2007 Mr. F.P. (Tom) Lee, P.E. Senior Project Manager. Horsley Witten Group 90 Route 6A Sandwich, MA 02563 RE: Site A West Barnstable Community, Seven-Four Family Townhouses, 7.2 acres, 18 Two-Bedroom Units and 10 Three Bedroom Units, 7,260 GPD A=215-020 and 028 Dear Mr. Lee During the public meeting of the Board of Health held on November 7, 2006, the Board reviewed the proposed wastewater.treatment system for the proposed construction of 18 two- bedroom units and 10- three bedroom units at Route 132 West Barnstable,Massachusetts (adjacent to the.YMCA). The wastewater system will consist of a 27,000 gallon two compartment septic tank, a Advantex innovative-alternative (I/A) treatment unit and a Presby Envlro-Septic leaching field. The Board of Health has no objections to this proposal. The Board approves this proposal using the revised plans dated September 28, 2007,with the following conditions: 1) The wastewater effluent shall be monitored bi-annually (twice per year, not quarterly as proposed) for the following parameters: pH, BOD, TSS, TKN, Ammonia- Nitrogen and Nitrate-Nitrite. 2) The effluent shall be monitored for a period of two (2)years minimum (not one year as proposed). 3) The applicant shall locate an outdoor recycling waste storage area onsite. Sincerely, Waya Miller,M.D. Chairman CC: Arthur Traczyk Q:\WPFILES\Lee Horsley&Witten CommunitySiteA Nov2007.doc 1 -r a OPERATION AND MAINTENANCE PLAN West Barnstable.Communities— Site A (Rte 132 adjacent to YMCA) West Barnstable, MA The wastewater treatment system to serve the West Barnstable Communities Site A development has a design capacity of approximately 7,260 gallons per day and consists of a 27,000 gallon two compartment septic tank, 8,000 gallon recirculation tank,two Advantex AX-100 Pods, splitter basin, discharge basin and a Presby Enviro-Septic disposal system. The treatment system shall be operated by a certified wastewater treatment operator in accordance with the requirements of 257 CMR 2.00 and the Board of Registration of Operators of Wastewater Treatment Facilities. The treatment system shall also be operated in accordance with the State Environmental Code (310 CMR 15.000) and the General Use Approval issued for the Advantex system, with the exception that the total nitrogen in the effluent shall not exceed 19 mg/L. Maintenance and inspection tasks for the Advantex treatment system are to be performed as specified by Atlantic Solutions, at the frequency specified by Atlantic Solutions or by the system permit. The certified operator should perform the following'on a quarterly basis: ■ Measure and record the influent and effluent temperature ■ Observe inlet sampling port for any blockage ■ Observe outlet sampling port for any blockage ■ Check vent flow and odor ■ Inspect covers and locks ■ Check covers for water tightness ■ Inspect structures visually for condition and integrity ■ Inspect pumps: Check and record pump run time, amperage Check operation of floats Check emergency lights and audible alarms ■ Inspect vents for cracks and clear screens of any debris ■ Inspect cleanouts ■ Inspect leaching area for signs of standing water ■ Make general observations and comment. ■ Keep a written record or fill out the attached Inspection and O&M form for every inspection. Records should be kept at the treatment system. The following should be performed annually: D Cet?1 E; 8, 20 ?. .J:1r093 Housing,Assis-YIACA-L.omba d\Reports'\Si'e A O&M plan-REV.doc ■ Check sludge depth in septic tanks, order pumping if top of sludge is less than.12 inches below bottom of outlet tee; have tank pumped regardless if it has.been two years since the last pumpout. ■ The Presby Enviro-Septic disposal system shall be inspected annually by an operator trained by Presby Environmental Inc, regarding the operation and performance of the system. Results shall be submitted to the Board of Health on the,attached technology checklist. J:`i'5093 Housing Assis-YiUICA-Lomi;2rd`+RcpottsiSiEe A O&M plan-REV.doc December 18, 2007 4 . Massachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A • Treatment and Disposal Systems (Eijen, En.viro-Septic, RUCK) p Y A. Installation Important: When filling out Owner forms on the computer,use only the tab key Facility Street Address to move your cursor-do not City Zip use the return key. Mailing address of owner,if different: Vk Street Address/PO Box: City State Zip ( ) - ext. Telephone Number B. Authorized Service Provider O&M Firm • Street Address City State Zip ext. Telephone Number . Operator Name Technology Company/Date of Training C. Facility/System Information DEP ID Manufacturer ID Model Number Installation Date Start of Operation Approval Type: ❑ General ❑ Provisional. ❑ Piloting ❑ Remedial Seasonal Residence—used less than 6 mo./year. ❑ Yes ❑ No D. Operating Information Inspection Date Previous Inspection Date Sludge Depth(to be checked yearly) Pumping Recommended ❑ Yes ❑ No t5iaomr.doc 6-16-06 Page 1 of 3 s iMassachusetts Department of Environmental Protection Bureau of Resource.Protection - Title 5 L! DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal.Systems (Eljen, Enviro-Septic, RUCK) H. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, have conducted any required Field Testing and/or sample collection in accordance with Standard Methods, have completed this report and the attached technology operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the inspection. I have attended a training course for this System with the Technology Company and am listed by the Company as a trained inspector. Operator Signature Date System owner must submit this report, technology O&M checklist, and any required sampling results to the local board of health and.DEP as follows for each inspection performed: Remedial Use—by January 3151 of each year for the previous calendar year Piloting Use -within 45 days of inspection date Provisional Use—by March 311h of each year for the previous 12 months General Use—by September 30`h of each year for.the previous 12 months Send to: ® Department of Environmental Protection Attention: Title 5 Program One Winter Street, 6" Floor Boston, MA 02108 ' f t5iaomr.doc• 6-16-06 Page 3 of 3 • WATER QUALITY.MONITORING PLAN West Barnstable.Communities—Site A (Rte 132 adjacent to YMCA) West Barnstable, MA The monitoring plan has been developed in response to the Board of Health regulations for alternative technologies that allow the Board to require monitoring of the performance of an alternative septic system. We propose biannually monitoring of the septic system influent and effluent for the following parameters: pH; Biological Oxygen Demand(BOD); Total Suspended Solids(TSS) Total Nitrogen including: Total Kjeldahl Nitrogen (TKN) Ammonia-Nitrogen Nitrate-Nitrite Samples must be analyzed by a state certified laboratory. Analytical results will be reported to the Board of Health, Housing Assistance Corporation, and the contract operator within 30 days of sample collection. Samples will be collected biannually fora period of two years. JA5093 Horsing Assis-YMCA-IL.ombard\Reports\Site A cJE?'M plan-REV.doc December 18, 2007 Dec 05 07 04:57p Desmond Well Drilling, In (508) 240-1003 p.1 C.kP) COD TEST liORYN'G -aitransi-mrittal To: Fax: Fr Date: Re: � _ Pages: r CC: 11 Urgent C For Review 13 Please Comment ❑ Please Reply O Please Recycle Notes: 1 x >ap; � ncnrs� u �� r. � tcxrtx�;a�ssn; e� rae�* nx er� uecz�aar �� rr��saMaY4MIsaIgsjs.:,.-A, c; :- r - P.O.Bex"783 5 Rayber Road Orleans,Massach_;seas C2653 Phone:508-2/10.1000 Facsimile:508-240-1003 Des;Tmnd.vicllrJ6[ling@verizon.nct MAYIN.desmondwcl:;lrillii_��_�cm r Dec 05 07 04:57p Desmond Well Drilling, In (508) 240-1003 p.2 12%05/2007 WED 15:48 FAX 5083627103 Barnstable CTx .aeiLittlLau Desmond weir. orlillnq IjvuPruOa CE]E�.'I'IFICATE OF ANALYSIS Pa e: I t o = g 1 i M Bamstable County Health Laboratory Report Prepared For: Report Daled: 12/517.007 Sally Desmand I Desmond Well Drilling Order No.: G0744340 ' P O Box 2783 Orleans, MA 02653 Labo1-llrtory ID it: 0744340-01 Description: Water-Deiakingwater - I { SampteN: Sampling location: 2331 Meetinghouse Rd.Rarnstahle,MA Collected: 1 213 12 0 07 I C'Mccled'by: Customer Received: 12412007 Routine j ITEM BY'SULT UNITS IL MCL MetbodM Analyst Tasted Note, t Nitrate as Nitrogen ND mg/l 0.10 10 EPA300.0 LAP 12/3f1407 Copper ND mgl1. 0.10. 1.3. SM3111B LAP, 1T/52007 i Iron ND rng/L 0.10 0.3 SM 31118 LAP 12/5/2007 Sodium 9.6 mpJ[. I.0 20 SM 311 ID LAP 126007 Total Coliform Absent PiA 0 0 SM9223 AF 12J3r2007 Conductance 100 umohs/cm 2.0 EPA 120.1 DCB 1213/2007 pH 6.7 pl-f•unils 0 SM 4500 H-8 DCB 12/3/2007 j IYater s0atple meets the recommended limits for drinking water of al!Ilse above tested parameters 1 ^ Approved By: f I (F a6 rt-) j I-,2 t i i. 3 j i I i I • I f NO=None Deleacd RL = Reporting Limit MCL.Maxitnum Conmininamt Level Superior Court House, Piz.BQx 427, Barnstable, MA 02630 Ph:508-375-6605 • t `Dec 05 07 04:57p. Desmond 'Nell Drilling, In (508) 240-1003 p.3 12/0512007 WED 15: 49 PAX SUdJb•LJtUJ f5aXUSX60-Le l_I'Y nnd�c«a.au -+ vc5uiviu nc�i uLiiisuy �� w CERTIFICATE OF ANALYSIS J 'Y• y, Page: Barnstable County Health Laboratory r,ji;� RC1791t Preparedbr: Report Dated; 12512047 Sally Desmond Desmond Well Drilling Order No.: G0744340 ; P O Box 2783 Orleans, MA 02653 Laboratory YD#:- 0 f 4W340-01 , n-=riptim Water-Drinking Water I7 • Dec 05 07 04:59p Desmond Well Drilling, In (508) 240-1003 p.1 12/05/2007 WED 15:49 FAX 5083621103. narnstable CTY tjealthLab Desmond Well Drilling Z006/006 P; CERTIFICATE OF ANALYSIS Page 2 Barnstable County Health Laboratory Report Prepared For. Report Dated:•121512Q07 Sohy Desmond f Desmond Well Trilling Order;CIO.: G0744340 P 0 Box 2753 Orleans, MA 02653 t Laboratory ID ff: 0744340-01 Deseription: Wnter-Drinking%ter t l Sample 4; Sampling Location: 2331 Meetinghouse Rd.Barnstable,MA Collected: 12/3f201" Collected 4; Customer Received: 12/3/7007' tl I � EPA 524.2- Volatile Organics by GC/.MS ; 1TFM RESULT UNTfS RL MCL Method# Analyst Tested Note l Carllnn tetrachloride ND ug/L 0.50 5.0� EPA 524.2 yn 12/32007 CI1;OrOhenT.enO NO ug/L 0.50 too EPA 524.2 yn 12/32007 Chloroethane NO ug/L 0.50 EPA 524.2 yn 1213/2007 j ChiOrofbrnl NO ug/L 0.50 go EPA 524.2 yn . 121312DO7 cis-1,2-ilichloroetliene NO ug/L 0.50 70 EPA 524.2 yn 12/3/2007 cis-I..' ND uefL 0.50 EPA 524.2 ya 1213/2007 f Dibromochloromethane NO ug/L o.so EPA 524.2 yn 1 2/312 00 7 0ibromoni,thane NO ug/L 0.50 EPA 524.2 yo 12t32007 l Fihylbenzene NI) ug/L 0.50 700 EPA 524.2 yo 12/112007 i t'lcxachlorohuiadiene NO ug;L 0.50 EPA 524.2 yn 12/3/2 07 ! Isnpropyibenzene NO rg/[. 0.50 EPA 524.2 yn 1213/2OD7 ` t I Methylene chloride NO ug)L 0.50 5.0 EPA 524.2 yn 1 2/312 0 07 t Mclhy'-krt-bitty:ether ND ag/L 0.50 EPAS24.2 yn 12/3p-007 1 l i Naphthalene ND ug/L 0.50 EPA 524.2 yn 1 21312 00 7 i i} n-Bu?ylbenzene ND ugl- 0.50 EPA 524.2 yn 12/3/2007 { n-Nopyibcnzene NO ug/L .0,50 EPA 524.2 yn 12020O7 i E p-150propyitoluene :NU up/L 0.50 EPA 524.2 yn 0132DW see-ButylSenzenr. ND ugJL OS0 EPA 524.2 yn 12/3/2007 i Styrene ND ugn, 0.50 Ion EPA 524.2 ya 12/3/2007 k� ten-Butyibenzene ND ug/L 0.50 EPA 524.2 yn 12/32007 I!I Tetmchlortleth_ne ND nG/L 0.50 5.0 EPA 524.2 yn 12/1/2007 I Toluene ND ugfL OSO 1000. EPA5-74.2 yn 1 21312 00 7 -rota)xvicnes NO ug1L 0.50 10000 EPA 524.2 yn t2/32007 trans-l.2-nichloroethene NO ug/L 0.50 10D CPA 524.2 yn 121312007. trans-1,3-Dichloropropene ND up/L 0.50 rPA 524.2- yn 12/312oD7 Trichluroethena Np ug1L 0.50 5.0 EPA 524.2 yn 12512007 ' Triehloro0tloromethane NA ag/L 0.50 EPA 524.2 yn 128 20W 1 Woter sample meets die recoyiraended lintlts fordrinkrrrg water of all the above tested parameters. ' Approved By. t (Lab torn t i i \`D=None Detected 2L= 3icpor:ietg Limit MCI.=Maxittiusn Contiminzn:l.avcl Superior Court(douse, P0.Box 417, Barnstable, MA 02630 Ph:508-375-6605 �a �u�tt�I�iill)lE' P# Departtrtent of Regulatory Services . • N Public Health Division 200 Main Street,.Hyannis MA 02601 Date Date Scheduled (o Time Fee Pd. l Soil Suitability Assessment o � ,1F r Sewage D' osal Perfo rmed By: pis LOCATION&GENERAL INFO F�onss" 3Q �t� e RMATION l pp+- D� 9a�f Owner's Name U-Ji r Jp ' WA-" rJg533 }O�i MA So Address 1{(pO VN,-6I' �)n Assessor's Map/Parcel: 'a I�J 0 Z Engineer's Names1P� bva} GfJ:�a NEW CONSTRUCTION � REPAIR J 1 Telephone# rs2 333 Land Use' �'J1GZ,Y L�»}�1dt - Slopes('yo) 5' 10 7. Distances from; 0 Surface Stones Open Water Body 1 OO _}t Possible Wet Area 7� t"� ----__ft Drinking Water Well ?/� ft Drainage Way -vo _ft Property Line �I�O —�_ft Other SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands Proximit y y to holes) H 0 Parent material(geologic;`U "CA, 1-1 j j ng Water in Hole: ob Depth to Bedrock��L ��r�.hl 7 101 Depth to Groundwater. Standi W PtC t rr 7 p t ) Weeping from Pit Face now �1 o p Estimated Seasonal High Groundwater Method Used: DETERMINATION FOR SEASONAL HIGH WATER TABLE Depth Observed standing in obs.hole: Depth to weeping from side of obs.hole: ~�-!n. Depth to Soil Mottles. Index Well# in, Groundwater Adjustment Reading Date: Index Well level ft. Adj.factor Adj.Ciruundwnter l evel, Observation PERCOLATION TEST nntr Time Hole# i P'7 Depth of Perc Time at n" Il, ij 3 i 4C 2;1$ Time at 6^ i l' i2��,I�1°7 '33 ` Start Pre-soak Time @ 10:5`9 li a o 12'.yq 1t Time(9"-6") ot'� j�t11�/t End Pre-soak 11:1 li'Z$ 1� jZ.v� Rate MinJlnch 3 Site Suitability Assessment: Site Passed Site�Failed: Additional Testing o Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 1009 of wetland,you must first notify the. Barnstable Conservation Division at least one(1)week prior to beginning. Q:SEPT10PERCFORM.DOC i DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,% ravel 'j6- J'�1q C 5Z 90 4.K 2 s-lob, lcobblr DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soi=*jAureeohf Soil e--eler'Yt t4v Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consist % y_ C> p o - A (1all Z'2�� L ►-1�la '-�' a1-1-�1g c ►o 44 bko L '—' r�.�,a-� � l�u�t.S-b gene)e�1-►� Ala '1Z3 c s 5)"9 S 1Y)C40I rz,,F1 cm s-)�' r,-C1 ca-b'.5 DEEP OBSERVATION HOLE LOG Hole# _ Depth from Soil Horizon Soil Texture Soil Color. Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. o Gravel c3—2. �` }a 2 3)Zss�vt 1ru:16,$1aC. 5��9 er-r1 IFS LS DEEP OBSERVATION HOLE LOG Hole#_Q Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones',Boulders. on i -2 (2,6lL r 35i L. o tq iZ-(-N fit.} f`n�sy�1 aC (po-12o sL ,5 � s1''I ma)ss Ivy, icnr, Flood Insurance Rate May: f Above 500 year flood boundary No— Yes Jy Within 500 year boundary_i No Yes `Within 1 00 year hood boundary No I/ Yes Depth of Naturally Occurring Pervious Material 4 Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system" If not,what is the depth of naturally occurring pervious material? .._-. Certification I certify that o4 u I (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and experience described in 310 CMR 15.017. Signature Date = r / l elere sr / I� T j Flo . �06 rox f +I ( 1 � II ( 1 4 1 t / aAWEMNl Al t 1 ° ) 1 ... COURT TP-1 \1'I ti \ \ ✓ — TP-2 / r ce/EPLP - TP-6 ��~ FOUND . TP-4 , -� s., p' TP-8 `TP-3 \ 1 4 TP-5 �- oMMON EASEMENT BK 6486/PG 012 PL BK 269/PG 100 dR�� /f ;�AA �/ � 1 B E r o�L� P oR s / J � 0 pt if Legend Horsley Witten Group a Suslainab/eEnviionmenfa/Solu/ions Mmw8.5x11 L North Test Pit Locations ti 0 100 YMCA Property W. Barnstable, MA E Scale in Feet Woods j</A b e r 2239 Iyanneugh Road West Banistable A= 215 - 028 SMEAD 1 No.2153LBE UPC 12034 smead.com • Made in USIA, �r r srArow: `�. ... 'y IB'-O° Ip_Ip• 34'_0• T-3'!'4- 10'-4" 10'-0' TYP 7'-39'400 36° HIGH d I�ECOK 36" HIGH 6' THK.CONC. STOOP 6' THK. CONC. STOOP Y -� RAILING AS REQUIRED AT ALL STEPS TO GRADE ' AT ALL STEPS TO GRADE - RAILING AS REQUIRED H BY FINAL GRADES DEC1] BY FINAL GRADES IF IN EXCESS OF 10'x10' o IF IN EXCESS OF 30" ABOVE ADJACENT p NEW x4 30° ABOVE ADJACENT w IO IO GRADE _ FULL HT, GRADES FINIS ED 10,x10' .r, ° WAL ca 6 2' B 2'- B' 3 A -J I O L� '_J OIL- al .q _.. C �J O 1 L- at A3.1 A3.1 a DW I DW n �+ O A5.1 at -J,1 a L� C LE O O KITCHEN '-p" �— 'v A3.1 rn Z KITCHEN OVEN O D OVEN O g KITCHEN O Ql y E O q I I I® A v J�_ O I I OC WW Dm iv O LH q 36'VAN. '� 22 rtf m PE 36'VAN. I - O qUq 2 VAN. BATH m REF REF - B .1 I m Q 1 32' REF p POWDER I`I T-B' O ___________________ _ _ T-B' ° POWg a i- REF I A :8 9'-O° C.O. J I 9'-0"C.O. I �B `�. 2'-8 T-8" . 3 I! I�__ __ "8'=0'C.O. m ? W D v A N 12 DINING AREA I DINING AREA 12 r A D? W ? m 2'-e"1 b m D I -7 in m m I I O DINING.. Q A O z "g O I I N I N E _ m 15 BROOM iv I I N eR0011 I5 O a'_7y4' q 1y - 2'-7y4° - U'-(Yj• LLI _ I OA. f v ID I it A LINE OF er I ID v LINE OF N J I^LINE OF .. I Ac.I 6' W.xb•—y1 I LINE OF iv I b" W.x6°—� d C/J m p I 6" W.x6° 5'-10° 1 -4 DEEP SOFFIT I I�6' W.xb° 3-4 1 5'-t0' DEEP SOFFIT o O L.LJ H O DEEP SOFFIT AEIOVE I I DEEP SOFFIT ABOVE J ,ABOVE I I I ABOVE I 1 = w �- z ` j N 1 FAMILY ROOM I I FAMILY ROOM n BEDROOM #I 0 C Z BEDROOM #I. I I I I FAMILY RM I I I = FAMILY RM O UP 13R A LINE OF j UP 13R 1 1 UP 13R j A UP 13R Z W 2 O 3_9° I I 3'_9u I .LINE OF S'x3'VCT I O A I ENTRTCT DEEP SOFFITI I I 6° W.x6' ENTRY, O C'V d U x I ABOVE I V.3'VCT 5'x3'VCT DEEP SOFFIT co V ENTRY I ENTRY ABOVE -9Y2° 1 O U r O Z Z 3'MULL GL. m d TTP.UIIx- _ T7P. ° ~ a m a3 0 A aaQ3" a m N A A FOR SHELF U- I— =D W COVERED - OVER B.F.P AT COVED O ° 0 N O Q � - A q q A ALL ENTRY PORCH; TYP. G.I.P.� W Z (n TYP. C.I.P. PORCH 8 O O CLOSETS ,x O c Z ' 0 ° GONG. SLAB rd.a COVERED COVERED 5EE DTEAIL _CONC, SLAB Q z PORCH li PORCH I/AI.I d Q coYP. "9 O O, En 0- j N Q ' P.T. 4x4 POST W 04 W-7y" V-0' 3-3" W-2' 3'-5° 7'-O� -24'-7y O�' 5' q WRAP u+/ Ix PINE TRIM- T7PIGAL P BUILDING W-O'(UNIT TYPE 'A') 28'-10' (UNIT TYPE 'B') 28'-10° (UNIT TYPE °B') IB'-O' (UNIT TYPE-'A') TYPE I FIRST FLOOR PLAN GENERAL NOTES: FRONT GOAT CLOSETS MUST (BUILDING NOBS. 1. ALL LINEN CLOSETS TO RECEIVE 5-12" DEEP OPEN VINYL CLOSET SHELVES (CLOSET-MAID OR EQUAL) ACCOMODATE THE 2. ALL WASHER/DRYER CLOSETS TO RECEIVE ONE 12" DEEP OPEN VINYL CLOSET SHELF UNIT. BACKFLOW PREVENTER FOR 2,3,6&7) 3. ALL FINISHED FLOORS DESIGNATED AS VCT OR SHEET VINYL SHALL RECEIVE �" AG PLUGGED THE SPRINKLER SYSTEM 'HE DOMESTIC WATER 14 AND SANDED. AG PLYWOOD UNDERLAYMENT OVER PLYWOOD SUBFLOORING. AND T DATE ISSUED: 4. ALL TUB SHOWERMETER- CONFIRM SPACE NEEDS I-PIECE UNITS TO HAVE THREE SOLID SURFACING PANELS APPLIED TO PARTITIONS. 1x BOX 12/19/07 (SEE SPECIFICATIONS) WITH P 8 FP ENGINEERS REVISIONS: 5. ALL FIRST FLOOR BATHROOM VANITIES/COUNTERTOPS TO BE 34- HIGH ABOVE FINISHED FLOOR. ALL SECOND FLOOR BATHROOM VANITIES TO BE 36" ABOVE FINISHED FLOOR. G. ALL ATTIC SCUTTLES TO BE 22"x30" AND TO RECEIVE 2 LAYERS OF 2" RIGID INSULATION ABOVE SCUTTLE PANEL. Ix3 CLEAT 3P 2g a BUILDINGS #2, #Q, #G It #7 DRAWN BV: BACKFLOW TS,BD FIRST FLOOR PLAN — BUILDING TYPE ONE PREVENTER SEE P+FP SCALE. 1/4"-1'-0° DRAWINGS C-0026-06 PROJECT#: GRO55 UNIT AREAS: (2) UNIT "A (TWO BEDROOM-I t/2 BATH) " = 1,038 S.F. (EACH - EXCLUSIVE OF PORCH 8 DECK) DRAWING NO.: i (2) UNIT "B (THREE BEDROOM-2 BATH) 1,406 5:1`. (EACH - EXCLUSIVE OF PORCH R DECK) BUILDING TYPE I GRO55 AREA = 4 QAd 5 F ` 1 SHELF FOR BACKFLOW PREVENTOR AT CLOSET Al . 11 L a s.er,m mae w.a.maem I C{a11WfY�Am&neMk ra.n�be pxcAoe�\.4 k WAVG nkl\11G u-19-0)HnC_w caw" . 4 D mII c r In C Q 0 '= Z Z (NJ) n 30'-0° 20'_0" 10'-0' 1'-0. 4'-0' � O OD- _u # bn A� D D O o Z m� # — — — — u ma 3 I- r OD8£ 1 N N b O Z _ z j= N 2 D r g O V d i O 70 D II 0 rn O b'_b" s > m Id-2' oo I OD e� Z J_ I II g T In m m i 12'-2° , g8 Xm S LD r(l N m< � I Lm o m Q 33'-0° OT O � L -0' S 'Oy 200 m O O =A N 4'_2" m i w m^'() z s �(1 a i i rl m m (l vim, mfO m s 11F Is'-I° I 2'-e`I I L-_ 70 I O ?_ m N r N O D m 0 0 O"T7 0 # D O 00 � W ul a � O = O 'q D°sr Z _ m D ° T ol si_4" N - 113- I_ tt D rl3 j m i o lr N D w m 4'_2e m- O rm 42'A.F.F. rn m _u_ D D o I 3d 0 I o ,_-....,.-..r Yu D Ir-2° mix r (� `,.. v D Ip G% O mDp fCi; I D =m° `J N w I w m w O- I yypp _ w �. r r i Zv0 1° A mmn o n� i O n Z �•�" I F O m pyOy i rnT I H D _ -4 o r3_0.V4L _j r N z w O I® mm m m o N rJ� m �+ 3 rn a` I I a 0 J D �n 4'-1' 6'-01 20'-0' 10'-0' 30'-0' Q o c„ PROPOSED FAMILY HOUSING DEVELOPMENT $ - m II II BROWN LINDQUIST FENUCCIO&RABER Z n WEST BARNSTABLE COMMUNITIES-SITE A �� ARCHITECTS,INC. o '� 03 ti o Oz � 9 2239 IYANNOUGH RT. 132 W. BARNSTABLE,MA. 203N7LLOW670EE,SUiEA PM50&3628382 0 Cl YARMOUMPOW,MA 02675 "..gym' FAX 508-362-2828 N b -n Z DEVELOPED BY: g o HOUSING ASSISTANCE CORPORATION 460 WEST MAIN ST,HYANNIS,MA, t; r STAMP: 71'-0• IT-0 W-7° 7'-41'4 12'-0' TYP. c nm 51_04° 7'-33'a 5._Oya. A3.a 5'_O' 7'-3�'d B'-�4° CCC o € DECS DECK o 12'x10' 12'xl0' U o � FF O O U mz DECK m _J 1❑ ` ) ❑I L_ o+ DECK Z 12'x10' ' l 12'xl0' _ U a a v s O A �D I CH N ICj p U s mrd O O o i, ❑I L_r oa1 1 1 1I I oa -i—J I❑ l '�8 r G I D I 3_0 POWDER a N E a POWDER 3-O -KITCHEN KITCHEN gd " g Q A A A O Y A 20 v Q --- ----- - --= = --- ----- - -- o = z i4 LLJ 1— P ' m DINING AREA I I DINING AREA;)m I LAJ N D,j o RE - 04 POWDER I POWDER 04 EF I LL (%) m O A sn ¢ q l BC7 A a I A O LLI F cn 3-4" ID Q ID m F B'-O" C.O.- - -- LINE OF I m, 6" W.xb° O z o a39 I PINING AREA ` ^ w D /A� LINE OF _� ^DEEP SOFFIT D W ` m DINING AREA I -o } Z ABOVE in I O o Z C OC W } m A �A6.1 DEEP SOFFIT I Ac.t 1 m G 0 W S � ABOVE I I A I A � d u H I FAMILY RM FAMILY RM I 0 Uco Q z N 0 I 13R UP I I 3-4' 11'4b 1 J.I ID U I I R ID - LINE OF I I LINE OF p 6° W.xb' I 6°1_41' I O m 5 Q Z DEEP SOFFIT 'VE _ " I '_ DEEEOV SOFFIT 1 _ Q = N w 3" MULL I I V. MULLXWL F--LLCL of TYP. TYP, C, z 0 a 3: FAMILY RM FAMILY RM I lJ 1 UP 13R O O O O UP 13R 0 Q z v COVERED c COVERED 0 `° cn O O O 29T4L�I " POR H o P RCN _ B a (n CV3" MULL GL,0 3° MULL IjNTYP. o of TYP. I m O O FOR SHELF O O OVER B.F.P AT COVERE TITLE: PORCH ALL ENTRY PORGN g CLOSETS 8 p4A SEE DTEAIL AU I/AI.I BUILDING TYP. rYP. TYPE 2 FIRST FLOOR 6'-11>''° 7'-O�' 6'-4" 4'-7yq° P.T. 4xAl POST PLAN 4'-7Y4" 6'-4° T-OY'4" b'-119'q' G.-B. 7'-8Fa° 6'-B° 4 4° WRAP / Ix PINE TRIM- TYPICAL IB'-O' 35'-0' IB'-O" DATE ISSUED: 12/19/07 GENERAL NOTES: REVISIONS: BUILDING #1 t #5 I. ALL LINEN CLOSETS TO RECEIVE 5-12" DEEP OPEN VINYL CLOSET SHELVES (CLOSET-MAID OR EQUAL) FIRST FLOOR PLAN - BUILDING TYPE TWO 2. ALL WASHER/DRYER CLOSETS TO RECEIVE ONE 12" DEEP OPEN VINYL CLOSET SHELF UNIT. SCALE' 1/4"=I'-o" 3. ALL FINISHED FLOORS DESIGNATED AS VCT OR SHEET VINYL SHALL RECEIVE �" AC PLUGGED e AND SANDED AC PLYWOOD UNDERLAYMENT OVER PLYWOOD SUBFLOORINC GROSS UNIT AREAS: 4. ALL TUB SHOWER UNITS TO HAVE THREE SOLID SURFACING PANELS APPLIED TO PARTITIONS. f (4) UNIT "A" (TWO BEDROOM-1 1/2 BATH= 1,03B S.F. (EACH - EXCLUSIVE OF PORCH 8 DECK) (SEE SPECIFICATIONS) 5. ALL FIRST FLOOR BATHROOM VANITIES/COUNTERTOPS TO BE a_4� HIGH ABOVE FINISHED FLOOR. BUILDING TYPE 2 CROSS AREA 4,14G S F ALL SECOND FLOOR BATHROOM VANITIES TO BE 3A" ABOVE FINISHED FLOOR. DRAWN W. 6. ALL ATTIC SCUTTLES TO BE 22"x30" AND TO RECEIVE 2 LAYERS OF 2" RIGID INSULATION ABOVE TS,BD SCUTTLE PANEL. PROJECT#: C-0026-06 DRAWING NO.: i AIA L r - r � E bul 1VE®Aim M Sbm6dm -i{QYFRX\M AN9Y An.�a P�IWNFPW.+IMA\.(s°e AA\IIG tt-In0>NCJf Aa1�'pap 1 W m D � 03 nl zo'-o lo'-o^ m n r zN \ O 3'_ n Ill_lOn q._8. 6'-0• W-0• Z z b„ zD ° # 70 Un -I a 11 7 O D ; 'H s � D I 0 -.' J. � z o I o d 3 W m L N yy r O s a �10'-2° Dmer D z x o W W w rn - - - 3-0 _W L W Irk d I=1 O 10'_2. m '� m O (Dl q'-o' _ W -6° in 3'_7yi I 2' e 1 $ s ' O m D O ` 17-I $� X m mnr n 7070 N a C o IT 8 n ® O s rn 10'-4^ tt tt O 1 O O D j1 D m n - >< O � O D � a 03 10'-q^ m m 18 s nOD tt $O 218 F y�� D N o 1 q,-0. W F m D O l=a_j I s r _7j L m O n D 4'- A T D D y O �a W o l 5�, ti•- I ZJ 10'-2^ 6. 4 OI 9 3_ NN m o U! N = yy2 • m Vw m Q UU 3 e_ tt s � I1'-7• = N I ao 0 it a 20'-0' 10'-01 30'-0' 30_q. a $ PROPOSED FAMILY HOUSING DEVELOPMENT " 2 N SOME BROWN LINDQUIST FENUCCIO&RABER D z n WEST BARNSTABLE COMMUNITIES-SITE "A" MMMM ARCHITECTS,INC. o 'k " o _0 0 2239 IYANNOUGH RT. 132 W.BARNSTABLE,MA. zoswuowMEET,SUITE n rxsosaa2a3e2 bm -n ro z DEVELOPED BY: vaansou laorsr.rou 02675 FAX soe see-ze2e °o HOUSING ASSISTANCE CORPORATION 0 460 WEST MAIN ST,HYANNIS,MA. �a r r � 30'-0' �J na N Co tt V 3 — -- _ ---r N iiD iLl —p— > O m I O m mN m m Zm IT r "Im I I m e Ell � I I m I I r n O I I 70 �e 0 C I 1 z -1. I � z D m /n pD 1 ———————————— ;. D ® ® ® O oN 9 m W S J N p ® O O C V' rn D Z70 on@ a - miry .. sFm I I a '"moo I I m^n I I I O O 3 O 10'-0' TYP, op O _ -------1z: �� I 1 1 m 'o d • zn I D I c v 10'-0'TY nE'�Nti i n v v a PROPOSED FAMILY HOUSING DEVELOPMENT oo •��• BROWN LINDQUIST FENUCCIO&RABER o WEST BARNSTABLE COMMUNITIES-SITE 'A" �mm� ARCHITECTS,INC. D Z m mo —+ Z q K A z 9 2239 IYANNOUGH RT. 132 W.BARNSTABLE,MA. 203 WILLOW STREET.SUOE A PH 50&362-8382 9 m O 0 YARNKXM ORC MA M75 FAX 508-362-2828 O b 4 v, Z DEVELOPED BY: s HOUSING ASSISTANCE CORPORATION z 460 WEST MAIN ST,HYANNIS,MA, last modified:10/24/06 printed:10/24/06 by jh J:15093 Housing Assls-YMCA-Lombard\Drawings 5093-YMCX5093-YMCA UT.dwg ig 1 sa a j i5S g El la 4 6a"m : Q m 3Z. FD -� IFS go m y Q Qy �y �44 s mrn #Z x i 4< 3 A ° 19 G) to _- 1z —— —— — RETNNING W - tl Y 8 :3 8. &I: '.•.— ��1 I v epr a T '�a - n°a a'n a v; v e o vim. Si > i I . - �. y a I I � I i / r G J * I D m z t �— - - - I( -_ z Ch z ,f8 '�.• ..� I _ T� z V. N: T. •i, 111 y �:. m �V N A Y D LT F O. Ar in, N Tin N � °A sag 5 l z°i:o v. a.4n�1: S F .,.mmn < � '�� M�x min$ �nam; �n�3a a�aa ~ 9•.: `� ! i \ I y �, LLLL 3 T. m .... 5�� ss�sc P,iif8 � ffi i a$ N oar 'Mks �� F. .�� P az Az�z` z� g' z n A \ m. ... . . 6 ryRaWM6Y Pnra F. Plan%f d Horsley Witten Group Revisions p Horsley Wuten Group,Inc, Housing Assistance Corp FES'T BARNSTABLE COMMUNITIES—SITE A Smbinabh Envlronmen/d Soiutlo u oemve N av nea ans w&a N.n n.wwLA Oi 90 Rowe 6A Sandwich,MA 460 West Main Sro:er eolsS� 3 e>, Phone:(508)9334600 Hyannis,MA 02601 COMPBEHENSIYE PERMIT APPLICATION ➢o Rom eA ""�`°m °�°''c""`"`^ b — c Fac(508)831-3150 sos•na•smo 1/EST BARNSTABLE MA Sandwich,MA 02557 Dined:March 2(106 f 505-577-0500 voice ti Pin rate: _ SODd77J150 hr ` _. UTILITY PLAN Jwe 29,20ae JN JH OwRI Rrv. Mr 6r Mobaan 10 IIIIIIIII� W . ' BARNSTABLE CO.,MMUNITIES , COMPREHENSIVE . PERMIT APPLIC.AT [ON BARNSTABLE� � ' , M,ASSACHUSETTS . WE ' .. JUNE 26, 2006 REVISED AUGUST 22 2006 , Sti OV eet List Table " o Sheet Number Sheet Title p O Q I COVER SHEET 2 NOTES k LEGEND 3 EXISTING CONDITIONS PLAN o a o P e n a srrE PLAN 0 5 GRADING k DRAINAG E PLAN Q Q 6 U71UTY PLAN a 7 ROADWAY PROFRrs 0 O O �/L 8 CONSTRUCTTON DETAILS (1) O 8 CONSTRUCTION DETAILS (2) 10 CONSTRUCTION DETAILS (3) O o• V 0 11 CONSTRUCTION DETAILS (4) North o (, General Notes a MASSACHUSETTS c1 Graphic Scale O - 1. PLAN SET FOR PERMITTING AND REVIEW ONLY AND NOT FOR CONSTRUCTION Y o iwom p �i 555 rrr�� 2. TOPOGRAPHICAL SURVEY PERFORMED BY HORSLEY WTNEN GROUP, INC.. MARCH 2006. O l 8. PROPERTY LINES AND BENCHMARKS PROVIDED BY TOWN OF BARNSTABLE N _ top �� 4. EXISTING SAND P OPOSED YMCA SITE INFORMATION IS PROVIDED BY COASTAL 4ENGINEERING. 5. SITE IS LOCATED IN THE RF.RESIDENTIAL DISTRICT, THE AQUIFER PROTECTION - OVERLAY DISTRICT, AND THE RESOURCE PROTECTION OVERLAY DISTRICT. 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BEST BARNSTABLE COMMUNITIES—SITE A swralt,.hib E-1` .nt.l s-I F IMlIi 90 Route 6A Sandwich,MA 460 West Main SFrcet www.hoysleywI n.eom dorJa°e JEH FPl FieNeb tw soli sum w e>, Ph.ne:(S0R)RJJfi6 0 uy.nnis,MA oz6nl COMPREHENSIVE PERMIT APPLICATION sB Rout.6A Fa (SOR)BJJJ150 Sentlwlch,MA 03563 s0R-na-smo WEST BARNSTABLE, MA +w. (Q Dated:March 70% 50"23,6600 v.1-- ti 508 -003J150 hr Plan rd%: EXISTING CONDITIONS PLAN �T BY, June]B,Z008 EVi EW CW n«. w. By Mtft— last modified:10/24/06 printed:10/24/06 by jh' .J:15093 Housing Assis-YMCA-Lombard\Drawi6gs 5093-YMCA\.5093-YMCA GD.dwg 1 f, ) T /,t. .J.! f r. �. { / � I I `! \ \ .� ! ♦`f i 1 r ,� l .t r .1 � t i 5 � , ! 1 J ►, �`y 1 / 1 f �/ '/ .troy. 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WEST BARNSTABLh" COMMUNITIES—SITE A su,r,ra,hr,earnoam,ar,rswwom namoa m a.we�n,�seFe^ 90 Route 6A Sandwich,MA - 460 wco Main street www.ha,bywrtroneom fa2oue u FPl a,wm.e twoot,s�mneel a Phone:(sos)s u 66no Hyannis,MA 01601 COMPREHENSIVE PERMIT APPLICATION 90 R,me 8A ti Fox.(sos)s33-3rs0. 509474-s7(ID WEST BARNSTABLE, MA s,awneh,VA02sea tp Dated:March 1006 - - - 50"32-6600 voree _ 508432-2150 r,tr Pen rde: GRADING & DRAINAGE PLAN _ sae,lsoe A A cw an. ou sr oonVam - . woea�o Re .•a � wry wr wr 9ooe'et.�r r 1. 1/n. . AD w+wu� as w•va Ae owm�0 :w.0 lY I ld A 1�7U " +w Ost"C"Os ti ear-009ne"Os sue/ 9wZ 4yeW:palep . coscorn W.I.P.-S „` `,j78USNayB ,Ls" arrs°u-aos � OSIf-ffs(so5):-:i - p o ` VD.m°a 06 - .109f0 VW•s!u 411 0u99-E£S(SOS)MOM - h wawms Hoe�ar�wa va rar t ♦. 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WEST BARNSTABLE COMMUNITIES—SITE A Su,armDb Emlronmenrel Solutlons oar N c�v R.w rM+ve eV ve^ReNew S 90 Route 6A .drviO4 MA ._ - 46D West Min suer: wwr.Aora"Wftn.eom �* =o'eove JEN rve ReN.bm m.eoN Ruer.em t>, PhnRe:(sns)e»-6600 COMPREHENSIVE PERMIT APPLICATION oo Rnuro 9A 1/ Ilyannis,MA 02601 Fa.:(508)833-3150 SOs�7745�1110 � WEST�BARNSTABLE, MA 508457•6600 rake ' tp. Dated.Match 2M6 _ 508432-3150 fox ti •. - vmn CONSTRUCTION DETAILS (4) -,: . - Jun 29 T.Ca JM JM CW/RC Rev. Du nY namb.u. . e r r* 12 GENERAL WASTEWATER SYSTEM NOTES: "D ca o 2" FLEXIBLE FORCEMAIN :5 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS 32 DIA. FROM RECIRCULATION TANK E S SHALL BE IN ACCORDANCE WITH THE LOCAL TOWN BOH REGULATIONS AND TITLE 5 OF VENT LINE (SEE COLLECTIVE AIR INLET DETAIL) LOAM & SEED Y a. THE STATE ENVIRONMENTAL CODE. IIII,� a W 3 I 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOH AND THE 4" SCH. 40 PVC TO _ _ _ a m w I DESIGN ENGINEER. 4" SCH. 40 MM4U VALVE (�(- ) I) I I� ® •� mCL 11—I F — OrI S stems o m ' PVC FROM � - - -: .'.:: •. I Y 3. SLOPE ALL SOLID PIPE A MINIMUM OF 1.0% UNLESS OTHERWISE SHOWN ON DESIGN ADVANTEX =I ( I= =I I (=I IncorporatedCL PLANS. AX100 UNITS p a p (�1= :1 I I=� 814 AIRWAY AVENUE cA m m m 4. THIS ON-SITE WASTEWATER TREATMENT SYSTEM IS NOT DESIGNED FOR USE WITH A p 3 :: • . ti GARBAGE DISPOSAL. ob SUTHERLIN, OREGON .Q o o m p p I_I=1 � : : { III , O O 5. PROM - I ( I=�-. - 97479-9012 •� � o 0 DE WATERTIGHT SEALS BY USE OF NON SHRINK GROUT AT ALL POINTS WHERE N PIPES ENTER OR LEAVE ANY CONCRETE STRUCTURES. 4 SCH. 40 PVC �) I (-_= :._1 1 F M , TO SEPTIC TANKze,;_ TELEPHONE:•,r ., • •. t i -� : I=I ' 6. THE CONTRACTOR IS RESPONSIBLE TO REPORT ANY DISCREPANCIES FOUND IN SITE " - CLEAN BACKFILL'- " 1 SLOPE I I=III=) I i-= �COMPrQCTED SAND - 4 45 ELBOW �I 1 (= _ _ K F—i i i—i —� r III;III III--I BEDDING {2 MIN.) . `III-1 I I� .III-1 I I-111=111=I 11=11 I=,I 1 I, , IEN , , ARE ,•. 541) 459-4449 m CONDITIONS FROM THOSE SHOWN ON THE PLAN TO THE DESIGN ENGINEER. 11= _ _ „ - _ _ - LENGTH AS REQUIRED - - _ ->-I 1T 1= UNDISTURBED EARTH OR COMPACTED BACKFILL_, 1 I 1 i PVC-I 11=11 a. (800) 348-9843 III`III=1 I I I I (I I I I I_I I I=1 I I=i I ► I I-I ► I I I ► I i i I l I—III—I 4" SCH. 40 7. PRIOR TO CONSTRUCTION THE OWNER SHALL BE REQUIRED TO OBTAIN A LICENSED ' i-i 11= - FILTRATE RETURN ONE I I-I 1 OPERATOR FOR TREATMENT SYSTEM OPERATIONS AND MAINTENANCE FACSIMILE: ADVANTEX AX100 TREATMENT °SYSTEM .DETAIL (541) 459-2884 - SCREENED INTAKE ear SCALE Q.y .. ADVANTEX SYSTEM NOTES: PORTS o HEATER/FAN ASSEMBLY "THIS PLAN SET 1S BASED UPON THE EXPECTED FLOWS AND WASTE STRENGTHS, DATED,JULY .30, y o >- 2007 FOR THE PURPOSE OF SERVING WEST BARNSTABLE COMMUNITIES SITE A. ANY`CHANGES IN 36" B B USAGE THAT WOULD AFFECT FLOWS OR WASTE STRENGTH REQUIRES A REVIEW BY THIS DESIGNER. 6 MIN. B-B AIR MANIFOL RETURN' +�+ £ I NOTES: '� 18" T _. _ ILTRATE RET �• � i � � � FIELD CUT TO PROPER HEIGH 1. EXPECTED INFLUENT CHARACTERISTICS: VENT LINE (SEE � \ AW r PLANS FOR SIZE) d =' o CHARACTERISTIC AYES WEEKLY PEAK RARELY EXCEEDS •a i m Z cp M N I MG/L MG/L MG/L „ AX100 POD � BOD 150 250 500 PROVIDE 2-45 FITTINGS T 4 COUPLINGS AIR FLOW FILTRATE RETURN i w t c° v �' TsS 40 200 150 DROP PIPE 2 OUT OF BASIN AIR MANIFOLD DETAIL 2 coot 1 Z in RD TKN 50 50 75 FLOW SPUTTER BASIN DETAIL COLLECTIVE AIR INLET DETAIL NO'r SCALE FILTRATE RETURN DETAIL = yCo FOG 20 25 30 Wr SCALE NCR SCALE NCR SCALE r 2. ONCE A FACILITY IS PLACED INTO OPERATION, THE FLOWS AND WASTE STRENGTHS TO THE FACILITY SHOULD BE MONITORED. IF FLOW OR ANY OF THE INFLUENT WASTE STRENGTHS EXCEED THOSE LISTED IN THE DESIGN ABOVE, MEASURES SHOULD BE TAKEN TO REDUCE THESE e� PARAMETERS TO THOSE LISTED ON THE PLAN SET. OTHERWISE ADDITIONAL TREATMENT CAPACITY AND PLANT EXPANSION WILL BE NECESSARY. VENT TO CLEANOUT FIBERGLASS GASKETED LID WITH STAINLESS STEEL BOLTS 3. "DON'T DISPOSE OF TOXICS OR CHEMICALS INTO SYSTEM. EXAMPLES: RESTAURANT DEGREASERS CLEANOUT - AND CLEANSERS, WAX STRIPPER FOR LINOLEUM, CARPET SHAMPOO, AND WASTE PRODUCTS ANY PVC SPLICE BOX WITH I ZZLOAM & SEED I OTHER TOXICS. CORD GRIPS MO .4. CONTROL PANEL CONDUIT SEAL = - DISCHARGE ASSEMBLY Ww III__:. .. :. —III, 64 1. CONTROL PANEL SHALL BE DESIGNED TO OPERATE RECIRCULATION AND DISCHARGE PUMPS CONDUIT TO I=1 I (_ ~. �2" FLEXIBLE FORCEMAIN TO D-BOX (1) ��i 2.PANEL BASE MODEL TCOM-DAX/DAX PTRO/RO HT TELEMTERY PANEL AS MANUFACTURED BY CONTROL PANEL ORENCO SYSTEMS INC., OR APPROVED EQUAL. �I I I=�I .. •' - _ -III- DISCHARGE DESIGN CALCULATIONS 3.PANEL REQUIRES CONNECTION TO A DEDICATED PHONE LINE, AND MUST BE ACTIVE PRIOR TO FIELD CUT 4 PIPE TO FIT Q Ceti STARTUP. SANITARY TE _ �IS-' �E DESIGN �+ w 18" DIA. COVER III—I I III—I TITLE'5 FLOW 7260.00 GAUDAY 4" SCH. 40 PVC INLET-— i= -LIFTING ROPE AVG. FLOW 3630.00 GAUDAY BRING TO GRADE WITH RISER FROM MM4U VALVE :-III—I 1 151.25 GAUHR � Uj AS NECESARY o o =1 I=I 1 _=CHECK VALVE 2.52 GAUM/N l (— ••., : : =III=I 30 D/AVODLU E`R FOOT_ 36.0o GAL/FT ' •- a N _ LEVEL CONTROL FLOAT ASSEMBLYI- - - �� a 3 — 10.00 FT jj•^ v� 8 DIA. PVC PIPE DEPTH • � z- . .--n--------W4 -- ,� I- -. . ' DUPLEX ORENCO EFFLUENT PUMPSYSTEM V =PUMPS (MODEL PESE40) III=1lI II—II 4 ' r. -. PUNS RATE 40 GAL/MIN '-PVC BASIN WITH FIBERGLASS HE 11 FT CIO FIELD CUT 4" PIPE TO AD LOSS O 4" SCH. 40 PVC TO DB-2 .� ' . 2" INLET PIPE FROM - _ _-BASE AND GROMMET(S) RON'T►ME 4.5 MIN to AND DB-3 (TYP.) DISCHARGE BASIN j = _ ' ' " DOS VOLUME 180 GAL 0 INLET ELBOW I- ) I e►i- , Q of 3/4 COMPACTED a�A DOSE FILL TIME 71 MIN U 1'-g" _ _ :. '.: =-1 CRUSHED STONE BASE DOSES PER DAY 19 m m + 90 ELBOW INSIDE I III=1 =1 I I TOTAL RUN TIME 86,MIN 8 PVC PIPE MM4U VALVE TOP: VIEW I I—II(-)II- I I=III 1.43 HR 0- 0- �' 6 �- 8" $ _ III=I I (-1 I I=1 I =1 11=1 I I 1=I �.. o :•• •: I=1 I I— -I I-1=1 I � •i'•: a,LO SECURE PIPE` To 0 DISCHARGE BASIN DETAIL C 4" T CONCRETE AS Nar SCALE CUT OPENING IN NECESSARY (TYP.) FIBERGLASS GASKETED LID WITH o L 8" PVC PIPE STAINLESS STEEL BOLTS (TYP.) PVC RISER WITH GROMMET(S) (BOND TO TANK CU� DB— � DETAIL ADAPTER WITH THE RECOMMENDED ADHESIVE) CONDUIT TO CONTROL PANEL S o NOT TO SCALE (TYP.) m tZ (ROTONDO DB-9 OR APPROVED EQUAL) LOAM & SEED ik � CL O o 00 Q ►II11► III III 11 II _ �� ! �� II I I II II II Ifli IIIIIIILI a =1 PVC SPLICE BOX — - •..- ::_- •-•:- _ • (MODEL HV2006C DB) �- WITH CORD GRIPS ( (=I I (=III= . s� AR :CLEAN BACKFILL PVC L BO WITH. ORCEM TO ADVANTEX UNITS '- •- DISCHARGE,ASSEMDLY =II_I .. .. ; » : :- „ • : - : • CORD .GRIPS. TWO 2„ FLEXIBLE F ANS ICE- � X •H- cn FIBERGLASS GASKETED LID -..- 4 • SCH. 40•PVC. RETURN ='. OPENING. . N WITH STAINLESS STEEL BOLTS 4" SCH. 40 PVC TO_-+- �� CONTRACTOR TO COORDINATE TANK ' <C : FROM SP ITTER ASIDISCHARGE; TO ADVANTEX AA 00 UNITS DISCH R L. . fl N . rn AGE BASIN : _ _ Slope Ground ° i :d T,EAT ; Y ; :I i lI'-'I =. - - :. ... . ' ° • ':. . �d . ,� t' ,. a -. -.� SIZE WITH • MEN SUPPLIER (TYP.) '- � °`•. : . TANK ADAPTER SI TREATMENT SYSTEM PPLIE " " • .L.. r y , v a- 4 • • . r TER (CAST OR BLTED) 'N Away_ from Riser 30 DIA. PVC RISER WITH GROMMET(S) 4 SCH. 40 PVC ,. • . � INLET TEE.'*:. 1 (BOND TO TANK ADAPTER WITH =1 I I=1 I I=( I 1= :, HIGH LEVEL ALARM/ LEVEL CONTROL FLOAT ASSEMBLY • RECOMMENDED ADHESIVE) LAG ON PUMP ENABLE MODEL 'MF3V c� I—III=III—I • • •• '' .• ( ) _ Conduit te.--r:_ fs, i. - - 10 SCREENED '. STINGER (FIELD CUT) ch Control Panel FILTER CARTRIDGE HANDLE FIELD i =' • I ,� ( _-- 11=1 I(=1 I O CUT TO DESIRED HEIGHT) Lc� 11: EFFLUENT FROM OVERRIDE TIMER FLOW INDUCER .I (= I ' Conduit Seal SEPTIC TANK ON/OFF I IJII'hI I O TANK ADAPTER (CAST OR BOLTED) �_ 1 VENT :: o 0 o REDUNDANT OFF/ LOW VA LETP POR 3 o ' VAULT 1N TS -- - LEVEL ALARM EL. PLEX ORENCO' EFFLUENT P MPS MODEL PF500511 -� 4" OUTLET COUPLING --III—I I 1—III o ALA DU ( ) i I I—III-III—I " FILTER _CARTRDGE _ —M High Level-- - -_ - - - 0 8 _ 6 EFFLUENT DISCHARGE --III=I I 1=1 I I= . ' -III-I I > `o 0 O Liquid Level Alarm Float - DRAIN PORT O 0 —i 1 Irl I I— o 00 - 6' 2 PVC OUTLET ==III=III=III=� . ..•. '-•� ' �' �=III=III=I �. ®® DUPLEX. PUMPI`IG PACKAGE UNIT o a w A O FILTER CARTRIDGE III=1 I I=1 I {- (BIOTUBE ''PUMP VAULT MODEL Registration: '� 4 NTH Of ass \ PORTS MM4U VALVE PVU95=2425-L- VAULT INLET I I—1 I 7" 1 —6 _ �i RICHARD A. n 'I •Q -. - - a. —III—' CL.AYfOR - ,•00 . . : . •• . . : . . ,a :-. . I I—III CIVIL 4 PVC BASE PIPE _ _ _ •. •. .�•;. .�. •,- .'A •'•• .• . d .• . � I=I I ( No.asits 9F$/STEREO o (FIELD CUT) _) I I=I I (=III= 6" OF 3/4" COMPACTED CRUSHED STONE BASE I (=III-1 �i FSS�ONALEN�'`� —III—I I—I _ _ _ ---UNDISTURBED EARTH OR COMPACTED BACKFILL=_ =-___=_- -- ---III-I O PVC FLANGE (BOLT OR EPDXY TO TANK FLOOR) -I ( (—III-III—III-I I RB 11 E I I=1 I I=1 I I=1 I !=1 I AC I I=III=I I I II-III-I ( I-I ( I-I 1 I-III III I i 1 I-III-I I I I ( ( 1- I Project Number. {—III—III—III—III—III—III—III—III—III— I !—{ I I— 5093 a 27,000 TWO COMPARTMENT SLIDE RAIL SYSTEM i ,— —, i i I i o SEPTIC TANK WITH B 1 OTU B E —III=1 I I=1 I i=I I (=1 I I=III=1 I ►- BIOTUBE EFFLUENT FILTER SCALE ,- 8,000 GALLON RECIRCULATION TANK l Sheet E EFFLUENT FILTERR ON SLIDE RAIL 14 of 14 NOR So" <_