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CENTER VILLAGE CONDO - FILE 2
i i � �1 r, r ���f ` -.s �y;r $•'(rra �..t �',.��, -a`�Er.- .sr ,:ion = >~s r>, �ffi a� �.��"3s ..'-s �r` �?�` -°' _�^i _ w_ a t - '€psi' -v1• .;tip �4'�'E,`'^�" s z„ a'_r'�,5 +.�'.ar� s ° r y: !•. je ' C G •:set +t. -'+4 1 '< t t i' * r �� _ •�lr},b.2, '4I x4 � C bR �'" ' ✓dir k, i l M+ - }- - �c �WS, g �e.,"e a�r¢ted� z ,�•+.`5 sc,., a�5 F {.-2' `n' _,?s� o �:r a "�' d d t 7:.tt 4 t �•`'.+�,.a 4 ..4. � k a xr- � r � � 4�; >•�..yr �4 a .a � � Y `<-.r,�� r- �- r j� ,_ °`� � ' p ,' s _ ° .,,`� ��` '4 erg, f'i 'h •k n r h �P2w, {„ 5 3 � ,,, s, 4 _ •...a- � -gym b.'a > � x "� � t�.F �x ,' r t r .e �� a-0 } ? w � e•.` .tc f ,,y ..a �p s•� x.. 'i 3j �. a.Y � t' fit.1'� _ N t f' 4_ -A. • r Ae'��� �, e1.,� ;*- , �'r i � Y t .ry-mow � ff � l �- FROM :down cape engineering inc FAX NO. :1508362geeo Nov. 08 2006 12:34PM P1 Town of Barnstable Regulatory Services Thomas F. Geiler,Director ' z Public Health Division eiaa Thomas McKean,Director 200 Main Street,Hyannis,MA.02601 Office: 508-8624644 Fax: 50&790-d304 Installer&Designer Certification Form eL-wH - 1- 7 Date: 1 l 7 06 Sewage Permit# 2--1 W-o i`]-(�OIFA,ssessor's Map\Pareel 2-7 Li A 4 Designer. -2 f"E NG�nIC {61NG'Wra installer: 1 tx.et71 CvN�7nJc7ti)N Address: •'&''* 14- O,3" P 5 ,PE Address: nrA vs 9 Mh�� 5 i Yf'rl��T,Iv�A �A.kA\u.4, MA . r��;s4a�rrn5 az6� On 312l 10 y was issued a permit to install a (date) (installer) septic system at Uj 17-5 (6-t( 1 �-W Come,LO, A\(ANN's based on a design drawn by (address) • _ 1�rt-�•3 S !�, a.�V, _ dated 1 121 1 0`� ('r'vi�A � �a5 (designer) -tic qy 4LCv►56A 19y I h�5/o6 L,6-rWYL 1=416^3ott f TCWL• 1.7b l/A ✓_ _ 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 bax and/or septic tank. I I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State &Local Regulations. Plan revision or certified as-built by designer to follow. DANIEL A. � (I C' >grrature) OJALA CIVIL No.46502 (Designer's Signat e) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE P ]BLItC HEALTH DllYISION. CERTIFICATE OF COMPLIANGI✓ W[LL NOT BE ISSUED UN_ T1L BOTH THIS FQ.lt1V[ AND AS 16UIl.T_C,ARD AR_ RFC`E�D BY'I'HE'BARNSTABLIE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/SgUe/Designcr Certification Form 3-2649-doc r dawn cape enq ineer inq, inc, CIVIL NQN[�Wp5 & LANP 5UMY01?5 959 MAIN 5T/ FOUT 6A YAf?MOUTHPOPf, MA 02615 (506) 362-4941 FAX (508) 362-9880 TRANSMITTAL SHEET DATE: October 5, 2005 TO: Thomas McKean RS, CHO-Town of Barnstable Health Director FROM: Daniel A. Ojala, PLS,EIT Down Cape Engineering Inc. 5� CC: James Curtis- Huntingest Group John Norman, Bortolotti Construction Inc.. (►nov'a d0\'" 10/4/or) John Rowland J&R Engineered Products(FAST distributer) RE: Center Village Condominiums Units 9,8,12,14,16 at Bldg#1 Captain Cook Ln,Hyannis DCE Job# 03-391 Pursuant to your request, enclosed please find a copy of the Revised Septic Upgrade plan for the above referenced site. The revised plan incorporates I/A technology as requested. Please do not hesitate to call with any questions or comments. i r { Town of Barnstable Board of Health A °M P.O. Box 534,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. April 29, 2004 Mr. James Curtis The Huntingest Group 40 Industry Road Marstons Mills, MA 02648-0340 RE.. Cente;r Vlllage Condominium :,Failetl Septic System: Dear Mr. Curtis, You are granted temporary approval, on behalf of your client Center Village Condominium Trust, to continue to utilize the existing "failed" septic system which is connected to Units 6, 8 , 10, 12, 14, and 16 at Building #1, 6 Captain Cook Lane, Hyannis. This temporary approval is granted with the following conditions: (1) The failed leaching facility component shall be inspected monthly. (2) The system shall be pumped immediately by a licensed septage hauler as soon as there is any back-up of sewage into the building or as soon as there is any overflow of sewage onto the ground. (3) Once such a back-up or overflow event occurs, the condominium association shall report the incident to the Health Agent, Thomas McKean, in writing within seven days of the event. (4) The condominium association is responsible for keeping the system pumped, daily if necessary, to ensure there is no additional back-up or overflow of sewage onto'the ground. (5) This approval may be revoked anytime unsanitary conditions are observed in regards to the failed leaching component. . (r (6) In one year, on or before April 20, 2005, the condominium association will have the following options: (a) install a shared innovative/alternative pressure dosed nitrogen reduction system for the entire condominium complex, or (b) apply for a variance or for an extension for an additional year before the Board of Health; or (c) connect the condominium complex to town sewer if public sewer becomes available at that time. This approval expires on April 20, 2005. This temporary approval is granted because the Department of Public Works has informed us that public sewer lines are planned to be installed along Old Strawberry Hill Road in front of this condominium complex, sometime in the near future. Funds have already been expended for designing engineering plans for this purpose. The applicant testified that the "failed' system has not caused any back-ups into the building or any overflows of sewage onto the ground in the past; it has not been a public health hazard or nuisance to date. It is the opinion of this Board that it would not be cost effective and would not be reasonable to require the applicant to install a new septic system at this time in view of the fact that public sewer lines are planned to be installed at this location in the near future. Sinc ely you , Wayne ill r, M.D. BOARD OF HEALTH TOWN OF BARNSTABLE Cc: Robert Burgmann. James Daley Peter Doyle / S r Oft- � ,y, 4 DATE: 1AZaN8TABLi, • FEE: MA98. 1619. REC. BY Town of BarnstablP �ScHED. DATE: Board of He. alth 200 Main Street, Hyannis MA 02601 Office: 508-8624644 FAX 508-790-6304 Susan Q•Rssk,R.S. Sumner Kaufman.M.S.P.H. Wayne A Muter,M.D. VARIANCE REQUEST FORM o O LOCATION l Property Address: 6 Captain Cook Lane, Building 1, Units 6 ,8, , , ,16:) Assessor's Map and Parcel Number: Map 2 7 4—14 Size of Lot: 5 'Acres co 71 Wetlands Within 300 Ft. Yes Business Name: Now_ Subdivision Name: er Villa e Con omin ms tV r n APPLICANT'S NAME: James Curtis Phone 508-428-11 2 Did the owner of the property authorize you to represent him or her? Yes _ No PROPERTY OWNER'S NAME CONTACT PERSON Name: Center Village Condo Trust Name: Huntingest Grp — Jim Curtis AddressCaptain Cook Drv, Hyannis Address40 Industry Rd, Marstons Mills Phone: 508-428-1112 Phone: 508-428-1112 VARIANCE FROM REGULATION(Lin Reg) REASON FOR VARIANCE(May attach if more space needed) —MIMIN 5 qFF ATTACHED NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System (to be completed by office styperson receiving variance request application) Four(4)copies'of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans). Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to mating date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/leasee only],outside dining variance renewals[same ownerAcas&only),and variances to repair failed sewage disposal systems (only if no expansion to the building proposed)) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan 0.Rask,R.S.,Chairman NOT APPROVED Sumner Kautinan,M.S.P.H. REASON FOR DISAPPROVAL Wayne A Miller,MD. Q:\HEALTH\Application Forma\VARIRBQ.DOC CENTER VILLAGE CONDOMINIUMS - Building 1, Units 6, 8, 10, 12, 14, 16 VARIANCE REQUEST Subject system failed per "Certification Report" dated 12-5-03. The report stated that it had failed due to "Liquid depth in pit is less than 6" below invert or available volume is less than 1/2 day flow". It further stated that "Leaching is one 10' deep 1,500 gallon precast pit. Pit.is a5 below grade with steel cover at grade water in pit 55" from cover, stain line at 30". Avail- ble volume in pit is less than 1/2 day flow. Leaching not working, failed." This, however, is not an "emergency situation". There is no water bubbling out of the pit (nor has this type of condition every existed). No health hazard appears to be present. The other systems in the complex appear to be in good condition with certifications through 2006-SEE ATTACHED REPORT. Center Village did have a new system engineered (plan attached) and the cost of installation will be approximately $30,000. Center Village is located on Old Strawberry Hill Road and the projected Wequaquet sewer line is scheduled to run directly in front of this condominium and it is expected that the condominium will have to hook onto the sewer. We are seeking a variance to put the repair of the system "on hold" until we can hook up to the proposed sewer system particuarly as the "hook up" will cost the owners in the vicinity of $200,000 in addition to the "betterment liens". James Curtis, manager SEPTIC REPORT - CENTER VILLAK Tank Pits Pumping Record CV-01 2,000 1 Unit#'s} 6,8,10,12,14,16 Cert}Oct 00 1}Aug 00 2}Jan 02 3}Mar 03 Due}Oct 03 2,200 2,200 2,200 CV-02 2,000 3 w/DB Unit Vs) 9,11,13,15,17,19 Cert}Apr 03 1}Jan 00 2}Jan 01 3}Mar 03 Due}Apr 06 2,200 2,200 2,200 CV-03 2,000 2 w/DB Unit#'s} 18,20,22,24,26,28 Cart)Nov 03 1}Aug 00 2}Jan 02 3}Mar 03 Due}Nov 06 2,200 2,200 2,200 CV-04 2,000 2 W/DB Unit#'s} 2,4,6,8,10,12 Cert}Apr 03 1}Jan 00 2}Jan 02 3}Mar 03 Due}Apr 06 2,200 2,200 2,200 CV-05 2,000 2 w/DB Unit#'s} 3,5,7,9,11,13,15,17 Cert}Apr 03 1}Jan 00 2}Jan 02 3}Mar 03 Due}Apr 06 2,200 2,200 2,200 CV-06 2,000 1 Unit#'s} 40,42,44,46,48,50 Cert}Apr 03 1}Jan 00 2}Jan 02 3} Mar 03 Rebuilt Pit 1995 Due}Apr 06 2,200 2,200 2,200 CV-07 2,000 2 W/DB Unit#'s} 52,54,56,58,60,62,64,66 Cert}Apr 03 1}Aug 00 21 Nov 02 3}Mar 03 8/00 running toilet repairDB-11/02 blockage/snake Due}Apr 06 4,400 2,685 2,200 CV-08 2,000 2 W/DB Unit#'s} 63,65,67,69,71,73,75,77 Cert}Jan 02 1}Jan 02 2}Aug 02 3}Mar 03 8/02 blockage/snake,several pumps Due}Jan 05 2,200 7,151 2,200 CV-09 2,000 2 W/DB Unit#'s} 70,72,74,76,78,80 Cert}Apr 03 1}Jan 00 2}Jan 02 31 Due}Apr 06 2,200 2,200 Thursday,April 08,2004 Pagel D No. /_17THE Fee COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYication for Conztruction Permit Application for a Permit to Construct( , )Repair(a/)Upgrade( )Abandon( ) (Complete System El Individual Components Location Address or Lot No. Zi f l J a Owner's Name,Address and Tel No. , Assessor's Map/Parcel ��al Installer's Name,Address,aud Tel No. Designer's Name,Address and Tel.No. e. 3d -ems y� Type of Building: Dwelling No.of Bedrooms Lot Size W,5;—sq.ft. Garbage Grinder( 4/0 Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 1,37,w gallons per day. Calculated daily flow ?7 gallons: Plan Date Number of sheets / Revision Date Title W f4a&r Size of Septic Tank 3,O0V zM /��® Type of S.A.S. ��l�Z r��,Z.✓i� l Description of Soil . � elll AJ 1119 15 DESIGNING ENGINEER M(JST SUPERVISE ature of Repairs rAlteration (Answer when applicable) INSTALLATION AND CERTIFY IN WRITING S jo htw SqS—SHE SYSTEM WAS INSTALLED IN STRICT c ej V 17 -- zyrleg,66,oc 129fA,2 ACCORDANCE TO PLAN, Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by s Board f alth. Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued .�'�,{yr/��{t"'1gCy,.,:,./.fa/r.�r.�-+'•.+; .„,r%' ..,ti . fi ..,,._'1` .Y .. y�. wa, ,.'[I § � l; '"' No. Fee THE COMMONWEALTH OF MASSACHUSETTS. Entered in computer: a Yes PUBLIC HEALTH DIVISION -TOWN OF.BARNSTABLES MASSACHUSETTS _. )Zlp Yicatiowfor Zi2;pbA-4F*p tens ,o-nitruction Permit t Application for a-Permit to Construct( . )Repair(V)Upgrade( ,)`Abandon( .�) Ll Complete'System O Individual Components E '` Location Address or Lot No. �h%�—S 6 fj Owner's Natne°Addssie and Tel.No r ,c Assessor's Map/Parcel �/_ail -lei 1101'.0 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Dwelling No.of Bedrooms' /Z Lot Size % sq.ft. Garbage,,Grinder( 4O Other-% Type of Building V No.of Persons Showers( •,;)"Cafeteria( ) Other Fixtures Design Flow .�'71a gallons per day. Calculated daily flow 37 7 gallons. r Plan Date 112 9 d Number of sheets / Revision Date Title J 5 f7! 45/9 LeQ,01r �J4172Y •x" Size of Septic Tank �G�Type of S.A.S. �.Z X,S'r�.Z_5�141 J Description of Soil f _ . 1 Nature of Repairs or Alterations(Answer when applicable) Date last inspe-cted: � Agreement: ; _. The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system % in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Boarrdd,.9f,Health. _ F Signed �9 s � r_ Date 3lZyleo Application Approved by Date ' Application Disapproved for the following reasons i Permit No.• i Date Issued _.. :.._-------- ----- ——— — ---------------- __.. . THE COMMONWEALTH OF MASSACHUSETTS _ `---A BARNSTABLE, MASSACHUSETTS - 011 � Certificate of Compliance a THIS IS TO CER ,that the On-site Sewage Disposal System Constructed( )Repaired(v Upgraded( ) Abandoned( , )by b41-& ; &Z at (l _ �//� G7//J 11/� 211 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. , ..- 11ated Installer Designer The issuance of this permit sh 1 t be construed as,a guarantee that the syst �lllfGnction-as•.de igned� Date �1� � kola .Inspector - -�•-- —.---- ------ ------------------- No. �.. Fee l/ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS _. Miopozar bpztem Conotruction Permit Permission is hereby granted to Construct( )Repair( //)Upgrade( )Abandon( ) System located at (^4�mil'/�J �f�4,� Ay and as described in the above Application for Disposal System'Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Cons cli7��, si�t b completed ithi three of the date of ermi.Date: �9�05 An roved b U( / ` due ?o revrr,o,s as P e" � y ' �`1-,i 5 Ctni c. re ac c o Ike V�U% ��PIS e•� +v ��cIV e / JJ Pwrs'fs.c, - _ �R�In l —r L '✓�1 e ...r7" rG�i cs i.O r.- �.Ei lN-k // tNE Tp�� Town of Barnstable • SAR NSfABM Board of Health '� a3: P.O. Box 534, Hyannis MA 02601 ATfO MA'S A. Uttice: Thomas A.McKean,RS,CHO FAX: 508-790-6304 Director of Public Health MAIL TO:TOWN OF BARNSTABLE PUBLIC HEALTH DMSION � r 200 MAIN STREET *i HYANNIS,MA 02601 } C --n FAX:508-790-6304 SEPTIC SYSTEM INSPECTOR REGISTRATION Date Name of DEP Certified Inspector Business Address Business Telephone No. .�09 -- s q �S FAX Number SOB , 06�9 -,5 9-=5 Home Address G L)i C'�Z5 5 L JA o I:-=- , pi-S 1.4-'>r-� , M R, C)2--4 Home Telephone Number -5C2f9 - � 77 - 4(-3 J S- The undersigned agrees to comply with PART VIII, SECTION 14.00 of the Board of. Health Regulations. `The septic system inspector shall complete every applicable section of the"Title 5 Official Inspection Form-Not For Voluntary Assessments,Subsurface Sewage Disposal System Form," supplied by the Massachusetts Department of Environmental Protection. In addition,at the bottom of the last page of this official inspection form,the septic system inspector shall provide a sketch diagram showing the vertical separation distance between the bottom of the soil absorption system and the groundwater table along with any high groundwater elevation adjustments determined. The Septic System Inspector shall submit a copy of the completed septic system inspection report alon with the required processing fee to the Public Health Division Office within 30 days of the inspection d ` e Signature of Apolant FEE: $25.00 per report submitted to the Public-Health Division Office beginning September 1,2001. • COMMONWEALTH OF MASSACHUSETTS MASS.DEP AP PRp17ED I �L S:"YS•TEM INSPECTOR = L Allan C.Tayfor ca 8 Cutlass Lane c: Mashpee,MA 02649' SI248 I 6/8/9995 o. _ ?URSUANTTO THE GENERAL LAWS 6/30/2050 • • I FAILED INSPECTION T. 1-� 6-5 COMMONWEALTH OF MASSACHUSETTS z w EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS d DEPARTMENT OF ENVIRONMENTAL PROTECTION ,a s 0W iogM SVey 350 MAIN STREET A WEST YARMOUTH,MA F= s �0 508-775-2800 1 7 TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS TO GBH DEPT RNStA BLE HEA SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION MAP 274 PAR 0400E _ Property Address: 6 CAPTAIN COOK LANE—BUILDING 1 UNITS 6-16 . CENTERVILLE,MA 02632 Owner's Name: CENTER VILLAGE CONDOMINIUMS Owner's Address: 40 INDUSTRY ROAD MARSTONS MILLS,MA 02648 Date of Inspection NOVEMBER 20,2003 Name of Inspector: (please print) JAMES D.SEARS Company Name: A&B Canco Mailing Address: 350 Main Street West Yannouth,MA 02673 Telephone Number: 508-775-2800 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The inspection was perfonned based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority ✓ Fails Inspector's Signature: Date: The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent tot he buyer,if applicable,and the approving authority. Notes and Comments PIT AVAILABLE VOLUME IS LEES THAN 1/2 DAY FLOW. BOARD OF HEALTH SYSTEM UNDERSIZED FOR BUILDING. ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 1 r Page 2 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 6 CAPTAIN COOK LANE—BUILDING 1 UNITS 6-16 CENTERVILLE,MA 02632 Owner: CENTER VILLAGE CONDOMINIUMS Date of Inspection: NOVEMBER 20,2003 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: N/A I have not found any infonnation which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: N/A One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined" please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: _ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health)" broken pipe(s)are replaced obstruction is removed ND explain: Title 5 Inspection Form 6/15/2000 2 Page 3 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(CONTINUED) Property Address: 6 CAPTAIN COOK LANE—BUILDING 1 UNITS 6-16 CENTERVILLE,MA 02632 Owner: CENTER VILLAGE CONDOMINIUMS Date of Inspection: NOVEMBER 20,2003 C. Further Evaluation is Required by the Board of Health: N/A _ Conditions exist which require further evaluation by the Board of Health in order to detennine if the system is failing to protect public health,safety,or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health safety and the environment: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance **This system passes if the well water analysis,performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: Title 5 Inspection Form 6/15/2000 3 Page 4 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(CONTINUED) Property Address: 6 CAPTAIN COOK LANE—BUILDING I UNITS 6-16 CENTERVILLE,MA 02632 Owner: CENTER VILLAGE CONDOMINIUMS Date of Inspection: NOVEMBER 20,2003 D. System Failure Criteria applicable to all systems: ✓ You must indicate"yes"or"no"to each of the following for all inspections: Yes No J Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool N/A Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth in pit is less than 6"below invert or available volume is less than'/2 day flow ./ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped ✓ Any portion of the SAS,cesspool or privy is below high ground water elevation N/A Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply N/A Any portion of a cesspool or privy is within a Zone 1 of a public well N/A Any portion of a cesspool or privy is within 50 feet of a private water supply well N/A Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. (This system passes if the well water analysis performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.) YES (Yes/No)The system fails. I have detennined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: N/A To be considered a large system the system must service a facility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no to each of the following: (The following criteria apply to large systems in addition to the criteria above) Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well. If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system is failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. Title 5 Inspection Form 6/15/2000 4 Page 5 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 6 CAPTAIN COOK LANE—BUILDING 1 UNITS 6-16 CENTERVILLE,MA 02632 Owner: CENTER VILLAGE CONDOMINIUMS Date of Inspection: NOVEMBER 20,2003 Check if the following have been done. You must indicate"yes"or"no"as to each of the following Yes No J Pumping information was provided by the owner,occupant,or Board of Health J Were any of the system components pumped out in the previous two weeks? ✓ Has the system received normal flows in the previous two week period? ✓ Have large volumes of water been introduced to the system recently or as part of this inspection? J Were as built plans of the system obtained and examined?(If they were not available note as N/A) J Was the facility or dwelling inspected for signs of sewage back up? J Was the site inspected for signs of break out? ✓ Were all system components,excluding the SAS,located on site? J Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum ✓ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)has been determined based on: Yes No ✓ Existing infonmation. For example,a plan at the Board of Health. ✓ Detenmined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(3)(b)] Title 5 Inspection Form 6/15/2000 5 Page 6 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 6 CAPTAIN COOK LANE—BUILDING 1 UNITS 6-16 CENTERVILLE,MA 02632 Owner: CENTER VILLAGE CONDOMINIUMS Date of Inspection: NOVEMBER 20,2003 FLOW CONDITIONS RESIDENTIAL-CONDOMINIUMS Number of Bedrooms(design): 12 Number of bedrooms(actual): 12 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms: 1320 Number of current residents: N/A Does residence have a garbage grinder(yes or no): NO Is laundry on a separate sewage system(yes or no): NO [if yes separate inspection required] Laundry system inspected(yes or no): YES Seasonal use(yes or no): SOME Water meter readings,if available(last 2 years usage(gpd)): N/A Sump pump(yes or no) NO Last date of occupancy: PRESENT COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CM 15.203): Basis of design flow(seats/persons/sqft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no): Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings,if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: AUGUST 2000 AND MARCH 2O03 Was system pumped as part of the inspection(yes or no): NO If yes,volume pumped: gallons—How was quantity pumped detennined? Reason for pumping: TYPE OF SYSTEM ✓ Septic tank,soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no)(if yes,attach previous inspection records,if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight tank Attach copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: 1972 Were sewage odors detected when arriving at the site(yes or no): NO Title 5 Inspection Form 6/15/2000 6 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 6 CAPTAIN COOK LANE—BUILDING 1 UNITS 6-16 CENTERVILLE,MA 02632 Owner: CENTER VILLAGE CONDOMINIUMS Date of Inspection: NOVEMBER 20,2003 BUILDING SEWER(locate on site plan): N/A Depth below grade: Materials of construction: Cast iron _ 40 PVC _ other(explain) Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK(locate onsite plan): ✓ Depth below grade: 20" Material of construction: ✓ concrete metal fiberglass polyethylene other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 2,000 GALLON PRE CAST Sludge depth: 0 Distance from top of sludge to the bottom of outlet tee or baffle: 30" Scum thickness: 0 Distance from top of scum to top of outlet tee or baffle: 4" Distance from bottom of scum to bottom of outlet tee or baffle: 18" How were dimensions determined: ASBUILT,PAST REPORT AND TAPE Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): MAIN TANK AT WORKING LEVEL.TANK 20"BELOW GRADE WITH BOTH COVERS STEEL AT GRADE. INLET TEE,OUTLET TEE.NO SIGN OF OVERLOADING IN TANK OR LEAKAGE. GREASE TRAP(located on site plan) N/A Depth below grade: Material of construction: concrete metal fiberglass _ polyethylene other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): Title 5 Inspection Form 6/15/2000 7 Page 8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 6 CAPTAIN COOK LANE—BUILDING 1 UNITS 6-16 CENTERVILLE,MA 02632 Owner: CENTER VILLAGE CONDOMINIUMS Date of Inspection: NOVEMBER 20,2003 TIGHT or HOLDING TANK: N/A (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass polyethylene other(explain) Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no) Alarm level: Alarm in working order(yes or no): Date of last pumping Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: N/A (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.,): PUMP CHAMBER: N/A (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): i Title 5 Inspection Form 6/15/2000 8 Page 9 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 6 CAPTAIN COOK LANE—BUILDING 1 UNITS 6-12 CENTERVILLE,MA 02632 Owner: CENTER VILLAGE CONDOMINIUMS Date of Inspection: NOVEMBER 20,2003 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type ✓ leaching pits,number: , 1 leaching chambers,number: leaching galleries,number leaching trenches,number,length leaching fields,number,dimensions: overflow cesspool,number: innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation,etc.) LEACHING IS ONE 10' DEEP 1,500 GALLON PRE CAST PIT. PIT IS 5"BELOW GRADE WITH STEEL COVER AT GRADE WATER IN PIT 55"FROM COVER.STAIN LINE AT 30".AVAILABLE VOLUME IN PIT IS LESS THAN '/z DAY FLOW.LEACHING NOT WORKING,FAILED. CESSPOOLS: N/A (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth—top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation etc.): PRIVY: N/A (locate on site plan) Materials of Construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.) Title 5 Inspection Form 6/15/2000 9 Pale 9 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 6 CAPTAIN COOK LANE—BUILDING 1 UNITS 6-16 CENTERVILLE,MA 02632 Owner: CENTER VILLAGE CONDOMINIUMS Date of Inspection: NOVEMBER 20,2003 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two pennanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. t- 1 0 � z c o 1 3 1 l I o Title 5 Inspection Form 6/15/2000 10 Page I I of 1 I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 6 CAPTAIN COOK LANE—BUILDING 1 UNITS 6-12 CENTERVILLE,MA 02632 Owner: CENTER VILLAGE CONDOMINIUMS Date of Inspection: NOVEMBER 20,2003 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to groundwater 25 feet Please indicate(check)all methods used to detennine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: Observation site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: Checked with local excavators,installers-(attach documentation .Accessed USGS database-explain: You must describe how you established the high ground water elevation: PAST REPORT 25' TO WATER. r 1 IC ID,7— Title 5 Inspection Form 6/15/2000 11 kvCOMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET,BOSTON MA 02108(617)292-5500 TRUDY CODE Secretary ARGEO PAUL CELLUCCI DAVID B.STRUHS Governor SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM Commissioner PART A CERTIFICATION P roperty Address: #6-16(even#s)Bldg#1 Capt.Cook Ln.Center Village,Hyannis RECEIVE® Owner:Center Village Condo Assoc. Date of Inspection:09/22/00 JAN 12 2001 Date of Inspection: TOWN OF BANNS TABLE Name of Inspector: (Please Print) Brian T.Axon HEALTH DEPT, I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CNIR 15.000) Company Name A&K Se tic Systems Plus Mailing Address: PO Box 2069 Teattc et Ma.02536 Telephone Number- - CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems.The system: x Passes Conditionally Passes Needs Further Evaluation By the Local Approving Authority Fails Inspector's Signature.• Date: 10/19/00 The System Inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within thirty(30)days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner -shall submit the report to the appropriate regional office of the Department of Environmental Protection.The original should be sent to The system owner.and copies sent to the buyer,if applicable,and the approving authority. NOTES AND COMMENTS: System functioning fine. No evidence of failure criteria. System consists of 2000 gallon tank with 1 leaching pit. revised 9/2/98 Page I of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) ProDertv Address: 6-16(even#s)Blde#1 Cant. Cook Lane.Center Village.Hvannis Owner: Center 1 a e ono Assoc. Date of Inspection: INSPECTION SUMMARY: A X B C or D A. SYSTEM PASSES: X I have not found any information which indicates that any of the failure conditions described in 310 CIVIR 1-6.303 exist.Any failure criteria not evaluated are indicated below. COMMENTS;System functioning fine should be pumped for maintenance. B.SYSTEM CONDITIONALLY PASSES: N/A One or more system components as described in the"Conditional Pass"section need to be replaced or repaired.The system, upon completion of the replacement or repair,as approved by the Board of Health,will pass. Indicate yes, no,of not determined(Y, N,or ND). Describe basis of determination In all instances. If"not determined", explain why not. The septic tank is metal, unless the owner or operator has provided the system Inspector with a copy of a Certificate of Compliance(attached)Indicating that the tank was Installed within twenty(20)years prior to the date of the inspection; or the septic tank,whether or not metal, is cracked,structurally unsound,shows substantial infiltration or exfiltration, or tank failure is imminent.The system will pass inspection If the existing septic tank is replaced with a complying septic tank as approved by the Board of Health. ,Sewage backup or breakout or high static water level observed In the distribution box Is due to broken or obstructed pipe or due to a broken,settled or uneven distribution box.The system will pass inspection If(with approval of the Board of Health). broken pipe(s)are replaced obstruction is removed distribution box Is levelled or replaced _ - The system required pumping-more than four times a year-due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed revised 9/2/98 Page 2 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address 6-16(even#s)Bldg#1 Capt.Cook Ln.,Center Village, Hyannis Owner Center Village Condo Assoc. Date of Inspection:09/22/00 C.FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: N/A Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health,safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES IN ACCORDANCE WITH 310 CMR 15.303(1)(b)THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: Cesspool or privy Is within 50 feet Of surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH(AND PUBLIC WATER SUPPLIER,IF ANY)DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. _. The system has a septic tank and soil absorption system and the SAS Is within a Zone I of a public water supply well. The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well. — The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply well, unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. Method used to determine distance (approximation not valid). 3) OTHER 1 revised 9/2/98 Page 3 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address:6-16(even#s)Bldg.1 Capt. Cook Lane,Center Village,Hyannis owner: Center Village Condo Assoc. Date of Inspection:09/22/00 D. SYSTEM FAILS: You must indicate either"Yes"or"No"to each of the following: N/A I have determined that one or more of the following failure conditions exist as described in 31 0 CMR 1 6.303.The basis for this determination is identified below.The Board of Health should be contacted to determine what will be necessary to correct the failure. Yes No Backup of sewage into facillity or system component due to an overloaded or clogged-SAS or-cesspool. Discharge or pending of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. Static liquid level In the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. Liquid depth in cesspool is less than 6"below invert or available volume is less than 1/2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped_ Any portion of the Soil Absorption System,cesspool or privy Is below the high groundwater elevation. Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone I of a public well. Any portion of a cesspool or privy is within 60 feet of a private water supply well. Any portion of a cesspool or privy is less-than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. If the well has been analyzed to be acceptable,attach copy of well water analysis for coliform bacteria,volatile organic.compounds,ammonia nitrogen and nitrate nitrogen. E. LARGE SYSTEM FAILS: You must indicate either"Yes"or"No"to each of the following: The following criteria apply to large systems In addition to the criteria above: N/A The system serves a facility with a design flow of 10,000 gpd or greater(Large System)and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: Yes No the system is within 400 feet of a surface drinking water supply the system is-within 200 feet-of-of a tributary to-a surface-drinking water supply the system is located In a nitrogen sensitive area(interim Wellhead Protection Area-IWPA)or a mapped Zone II of a public water supply well) The owner or operator of any such system shall upgrade the System In accordance with 310 CMR 16.304(2).Please consult the local regional office of the Department for further information revised 9/2/98 Page 4 of 111 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address:6-16(even#s)Bldg#1 Capt.Cook Ln.,Center Village,Hyannis owner: Center i lage Condo Assoc Date of Inspection: 09/22/2000 Check If the following have been done:You must indicate either"Yes"or"No"as to each of the following: Yes No X Pumping information was provided by the owner,occupant,or Board of Health. X None of the system components have been pumped for at least Two weeks and the system has been receiving normal flow rates during that period.Large volumes of water have not been introduced into the system recently or as part of this inspection. X As built plans have been obtained and examined.Note if they are not available with NIA. X The facility or dwelling was inspected for signs of sewage back-up. X The system does not receive non-sanitary or industrial waste flow. X The site was Inspected for signs of breakout. X All system components,excluding the Soil Absorption System,have been located on the site. X The septic tank manholes were uncovered,opened,and the interior of the septic tank was inspected for condition of baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge,depth of scum. The size and location of the Soil Absorption System on-the site has been determined based on:Field instruments X Existing information.For example,Plan at B.O.H. X Determined In the field(if any of the failure criteria related to Part C is at Issue,approximation of distance is unacceptable) [15.302(3)(b)] X The facility owner(and occupants,If different from.owner),were provided with information on the proper maintenance of SubSurface Disposal Systems. revised 9/2/98 Page 5 of i l SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address6-16(even#s)Bldg#1 Capt.Cook Ln.,Center Village,Hyannis owner: Center Village Condo Assoc Date of Inspection:09/22/00 FLOW CONDITIONS RESIDENTIAL: Design flow: 110 g.p.d.thedroom. Number of bedrooms(design): 12 Number of bedrooms(actual): 12 Total DESIGN flow 1200 Number of current res—i e—nfs:T4 Laundry(separate system)(yes or no):no ,If yes,separate Inspection.required Laundry system Inspected(yes or no) Seasonal use(yes or no), Water meter readings,if available(last two year's usage(gpd): Sump Pump(yes or no :no Last date of acm pancy:current COMMERCIAL/I N DUSTRIAL Type of establishment: N/A Design flow: gpd f Based on 15.203) Basis of design flow Grease trap present: (yes or no) Industrial Waste Holding Tank presenf:(yes or no)_ Non-sanitary waste discharged to the Title 5 system: (yes or no)_ Water motor readings,if available: - Last date of occupancy: OTHER:(Describe) Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: System pumped as part of inspection: (yes or no) If yes,volume pumped: gallons Reason for pumping: TYPE OF SYSTEM x Septic tankidistribution box/soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no)(if yes,attach previous inspection records,if any) IIA Technology etc.Attach copy of up to date operation and maintenance contract Tight Tank Copy of DEP Approval Other APPROXIMATE AGE of all components, date Installed (if known)and source of information,30 years Town hall Sewage odors detected when arriving at the site:(yes or no)no revised 9/2/98 Page 6 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:6-16(even#s)Bldg#1 Capt. Cook Ln.,Center Village,Hyannis owner: Center Village Condo Assoc Date of Inspection:09/22/2000 BUILDING SEWER: (Locate on site plan) Depth below grade: Material of construccTi'on: cast iron _ 40 pVC_ other(explain) Distance from private water supply well or suction line Diameter Comments:(condition of joints,venting,evidence of leakage,-etc.) SEPTIC TANK:x (locate on site plan) Material of construction:_x concrete_metal _ Fiberglass_Polyethylene_other(explain) If tank is metal, list age _ Is.age confirmed-by Certificate of Compliance _(Yes/No) Dimensions:6'xl2'x6'6" Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle: 38" Scum thickness: 1" Distance from top of scum to top of outlet tee or baffle: 6" Distance from bottom of scum to bottom of outlet tee o, baf fie, 16" How dimensions were determined: Field Instruments Comments: (recommendation for pumping,condition of inlet and outlet tees or-baffles depth of liquid level in relation to outlet invert structural integrity, evidence of leakage,etc.) Recommend pumping every 2 years.Tees hguud level in relation to tees and structural integrity all fine.No evidence of leakage. GREASE TRAPNIA (locate on site plan) Depth below grade: Material of construction:_concrete_metal_Fiberglass_Polyethylene—other(explain) Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structural integrity, evidence of leakage,etc.) revised 9/2/98 Page 7 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:6-16(even#s)Bldg#1 Capt.Cook Ln.,Center Village,Hyannis Owner: Center i1dage Condo Assoc Date of Inspection:09/22/00 TIGHT OR HOLDING TANK:N/A (Tank must be pumped prior to, or at time of,inspection) (locate on site plan) Depth below grade: Material of construction:_ concrete_ metal_ Fiberglass_ Polyethylene _ other(explain) Dimensions: Capacity: gallons Design flow: gallons/day Alarm present Alarm level: Alarm in working order:Yes_ No Date of previous pumping: Comments: (condition of inlet tee,condition of alarm and float switches, etc.) DISTRIBUTION BOX:NA (locate on site plan) Depth of liquid level above outlet invert:0" Comments: (note-if level and distribution is equal, evidence of solids carryover, evidence of leakage into or out of box, etc.)Distribution equal.No evidence of solids carry over.No evidence of leakage. PUMP CHAMBER:No (locate on site plan) Pumps in working order:(Yes or No) Alarms in working order(Yes or No) Comments: (note condition of pump chamber,condition of pumps and appurtenances,etc.) revised 9/2/98 Page 8 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Propert Address;4-16(Qveq#s)Bldg#1 Capt. Cook Ln., Center Village,Hyannis Owner: enter Vivage gnu+,�sUC, Date of Inspection:09/22/00 SOIL ABSORPTION SYSTEM(SAS): (locate on site plan,if possible;excavation not required,location may be approximated by non-intrusive methods) If not located,explain: Type: leaching Pits,number: 1 leaching chambers,number:_ leaching galleries,number: leaching trenches, number, length: leaching fields, number,dimensions: overflow cesspool,number: Alternative system: Name of Technology; Comments: note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation, etc.) Condition of soils and vegetation fine.No evidence of hydrolic failure. CESSPOOLS: (locate on site Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater: inflow(cesspool must be pumped as part of inspection) Comments: (note condition of soil,signs of hydraulic failure,level of ponding,condition of.vegetation,etc.) PRIVY: (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments: (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.) revised 9/2/98 Page 9 of I I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Prope Address- 6-16,�evep#�)Bldg#1 Capt.Cook Ln.,Center Village,Hyannis Owner2enter VjHig& Soc Date of Inspection:09/22/00 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent reference landmarks or benchmarks locate all wells within 100'(Locate where public water supply comes into house) A t3 O ® Ac- ag� A 6�= W AC, y-7' revised 9/2/98 Page 10 of 11 R SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTIOkl*6�2IVI PART C SYSTEM INFORMATION(continued) Property Address:6-16(even#s)B1dg#1 Capt. Cook Ln.,Center Village,Hyannis Owner: Center Village Condo Assoc. Date of Inspection:09/22/00 NRCS Report name Soil Type Typical depth to groundwater USGS Date website visited Observation Wells checked Groundwater depth:Shallow Moderate Deep SITE EXAM Slope Surface water Check Collar Shallow wells Estimated Depth to Groundwater 14+Feet Please indicate all the methods used to determine High Groundwater Elevation: Obtained:ir�fh.Resl i t?�pitrs qt �ec9rd x Vbswved SfW.fAbutting property,observiilg hole,basement sump etc.) 'x O termined from local conditions Checked with local Board of health Checlfpd 1�Wo iChecked 9 records Checked local excavators,installers I Used Date A Describe bew you established the High Gro4r ation. Must y inpleted) Sits is at a high elevation. revised 9/2/98 Page 11 of 11 No ........ ............... ....... ............ THE COMMONWEALTH OF MASSACHUSETTS 80ARD....�F HE6yp OF. A ...... . ... ...................................... Appliration for Disposal Marks Tiia idrurffvtt Vrrmit Application is hereby made for a Permit to C9"truct or Repair (kj_an Individual Sewage Disposal System at .. ............... ..... ...................................................W........................................... ocat ess11 or Lot 0 .. .. .. . .. ..... . .......... . ......... . .................... ..............r ....................................... .. ............. . .... ... .................................................................................................. Installer Address Type of Building Size Lot............................Sq. feet Dwelling No. of Bedrooms............................................Expansion Attic Garbage Grinder aOther—Type of Building ............................ No. of persons.....----.--.........--.---- Showers Cafeteria Otherfixtures ........................................................................................ Design Flow............................................gallons per person per day. Total daily flow............................................gallons. Septic Tank—Liquid capacity............gallons Length................ Width--...........--- Diameter--.-----........ Depth.....--......... Disposal Trench—No. .................... Width............--...... Total Length---................. Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.--................. Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................._. Depth to ground water------------------------ �4 Test Pit No. 2................minutes per inch Depth of Test Pit---....._...._.._... Depth to ground water---......--.........-... P4 .....j 0 Description of.Soil................ �4 U ......................................................................................................................................................................................................... ............................................................................................................o --- ...... ................................. -4 Nature f Repairs or Alterations—Answer when applicable....1_1_14�U -- -,//-V.......................... ..................................................................................................................... ............................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE:, 5 of the State Sanitary e—Theun ersigned further agrees not to place the system in y operation until a Certificate of Co pliance has, h ode t of healt N Sig .......... ........... ..... ---------- Application Approved By------------- . ............. ....... . ... ........ ... ............. ?S...... Datj Application Disapproved for the I wing reasons:............................................ ...................... ......................................... .......................................................... ............................................................................................................................................ Date Permit No......................................................... Issued_.-----..._..__. Date —---—----- ------------------------------------------- ..................... THE COMMONWEALTH OF MASSACHUSETTS BOARD RF HE.&I ' .....OF.... Appliration for Bispwial Workii Tonotrurtion Prratit Application is hereby made for a Permit to C truct or Repair (.A-<an Individual Sewage Disposal Systgw-aj�; ....... .... r................................................................................................ ton-Ad- ress or Lot No. ...... .. .... ..... . ... .... ........ . . ......................................................................................... er Address .. . .... ................... . .......... ..................... .................................................................................................. Installer Address Type.of.Buildinggf,,r-,, Size Lot............................Sq. feet P N6. of Bedrooms............................................Expansion Attic Garbage Grinder Other—7 Type of. Building ."........................... No. of persons-----..............I-------- Showers Cafeteria a4 I' , Other ,fixtures-:................................................................................... ----------------------*---------------------------------i F. W --------- ,-Design , O ..... .......................................gallons per person per day. Total daily flow.............................. .... W ..... .....gallons. 04 Septic Tank—Liquid capacity............gallons Length ................ Width_____.__________ Diameter__._...._._____. Depth_____.______._.. Disposal Trench No. ................. Width .................. Total al Length..____.___._.______: Total,leaching area....................sq. f t. Seepage Pit-,No--------------------- Diameter--------------------- Depth below inlet.___._______._______ Total leaching area------------------sq. f t. Z Other Distribuiiion box Dosing tank`( 0.4 ' ' Percolation Test Results Performed by......................................................................... Date---------------------------------------- Test Pit No.-4................Minutes per inch Depth of Test Pit____________________ Depth to ground water______________________-. 44 Test Pit No. 2................minutes per inch Depth of Test Pit__._......__.___..._ Depth to ground water_._.__...__._.__.__._.__ M ............................................................................ 0 Description of Soil.............. W U ......................................................................................................................................................................................................... I...............................I............................................................................................... ........ .................................. U Nature of:Repairs or Alterations—Answer when applicable.._............ ---------- ........................... .......................... ......................................................................................................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary ;ode— The u ersigned further agrees not to place the system in operation until a Certificate of C pliance has bafn issued t b I, of healt * r Sig I... ............. . .. ................... ................ .... .................... -fW Date ApplicationApproved By............. . . . .......................... ... . ... ........ .... ........................................ Date Application Disapproved for the of owing reasons:.............................................................................................................. .......................................................... ............................................................................................................................................. Date PermitNo...............................................--------- IssuedL........................................................ 'Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALT/,H '00 ................ .........0 F...,00l.!!� ............................................. (9rdifiratr of Toutpliattv IS T RTIFY, T at the InjlividuitlfSewage is sad S-stem constructed or Repaired by-.Iw--- .. .............. ....... .. ......... ........ .. .. ...... ...... ....... -----xr-o; ler .. ........ ... .... ... ------------ ........ ......... . ........... ..................4.. ... ........................... h�,been installed in accordancee provisions.,.,of TITLE 5,of The State Sanitary Code as described in the w. application for Disposal Works Construction'Permit No._....................................- dated__..__.___._._._....______________._..__._______ THE ISSUANCE, OF THIS CERTIFICATE SHALL NOT BE CON TRUE® AS A GUARANTEE THAT THE SYSTEM WILL F NC ON SATISFACTORY. Y-� DATEi............ ...................................... Inspector-------_.... ................. ------------ THE COMMONWEALTH OF MASSACHUSETTS 5,- BOA RD! 0(0' HEALT .. 0F..... ( .... No..q05............... . FEE.,.e................... ivaa 111M Permission is hereby*granted.. ------ ... ....... .... .. .............................. at to ConLst )Pr\ReVatr ,-al Adividu Ystem Noa ......... ... ....................................................................................... V, e-,* F Street as shown on the application for Disposal corks Construction Permit.N ... . Dled...... ............... ....... A� ................................. ...........I............ ......... Board of Health th ..................................DATE.............5. FORM 1255 A. M. SULKIN, INC.,•IEIOSTON ,, i (ULijliam o, e'lerman • 141 STETSON LANE - HYANNIS. M ASSAC H U S ETTS 02601 617-771-1341 December 20, 1976 Barnstable Board of Health 397 Main Street Hyannis, Massachusetts 02601 a FERENCE: Barnstable - Subsurface ea 7/41 Sewage Disposal Proposed .4��' , _ � ,' •� 30 Condominium Unit Addition to Center Village AL Y Condominium Complex, Old Strawberry Hill Road and ,�t � �- .✓�f_`� / Route 132. / Job •No. 73-410--Approval Letter Dated October 18, 1973 (Mass. Dept. of Public Health) and Sewage Permit #592 (Town of Barnstable . Gentlemen: This is to certify that the disposal facilities for building #1 has been inspected this day and found to be constructed in accordance with the approved plans in two sheets, the first of which is titled: JULIUS DOLINER CONSTRUCTION .CO. 850 Boylston Street Chestnut Hill, Mass. 02167 SCALE: 1" � 30' � � DRAWN BY: , T. LEVRONI DATE:. 8-24-73 DWG.NO.. SP-1 �� DWG. TITLE: � ���� OF�lQss SITE PLAN: CENTER VILLAGE.CONDOMINIUMS� . � �� WILLIAM HYANNIS, MASS. v LIEBERMAN Very. T ul rs, A p No. 239710 w /ONAL illia eberman, cc: Department of Environmental Quality. Engineering, Mr. Fred L. De Fe Feo, P.E. Regional Sanitary Engineer; Southeastern Health:Region, Lakeville Hospital Lakeville, Mass. 02346 Strawberry Hill Realty Trust, Mr. R. Anderlot, 477 Main- Street, Yarmouth- port, Mass. 02675. _ _ /'3'°� NA ✓ THE COMMONWEALTH OF MASSACHUSETTS < BGARD F HEALTH ............................ Cr�6✓fit:- --.. �.... ... . ........... ......... --- -----------------.......... ----• t,�i _ Appliratinn -for IN-4plaiittl Works Tutuitrurtion Vrrmit Application is hereby'made for a Permit to Construct (){) or Repair ( ) an Individual Sewage Disposal S stem at: �... p- s ---- -------- --- W Owner Address Installer Address Q Type of Building Size Lot____________________________Sq. feet Dwelling—No. d Bedrooms------!_f...............................Expansion Attic (Nd Garbage Grinder ( ) A4 Other—Type of Building ............................ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) G4 Other fixtures ----- --•---.-_ -•----------- Desi n Flow_..._.......... allons er et-son per day. Total daily flow.._ gallons. W g -- --- ---------g� P P P Y• Y �yQ-Q----------------- - --------g< WSeptic Tank—Liquid capacity%.61f0gallons Length---------------- Width---------__... Diameter---------------- Depth................ x Disposal Trench—No- ____________________ Width-------------------- Total Length.................... Total leaching area----------.---------sq. ft. Seepage Pit No------ ........... Diameter_______ 1..et)thh below inlet-----4............ Total leaching area... ft. Z Other Distribution box ( ) Dosin n Percolation Test Results Performed by.- .-_ '-- '-7�* Y p 4... Date--- Test Pit No. 1................minutes per inch Depth of Test Pit..._--_-__-____-__-- Depth to ground water........................ fs, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water--...._--_---..-__-_-_- ------------•-••---------------- --- Descri Description of Soil......... 2 d x P ,� = 6i'11 'u ---------- c., ---------- - -- ---------------_------- ---------------------------------------------------------"Alt w U Nature of Repairs or Alterations—Answer when applicable.----------------------------------------------------------------------------------------....... ----------------------------------•---••--------------.-.--•--------••-•-------------•--.-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has u y th )bo .$ f health. Siged - --- --- --=---------------------------•••------ ' /d� 4 Datt Application Approved By..... ./..e. r_.....-....-( ____.�/!ti. .................... Date � Application Disapproved for the following reasons------------------------ ------------------------------•-------------------------------------------------------- -•-•-••-----•-•---••--------------•---...•-•••--••---------•-•-----•--•••••••------••--••--••---•---•-•----•-••--•-•-------------••---•----------------••••-----.....----------••----------•-----•----- Date Permit No.--•-•--•-••------ d- 7 4 . �-- - ----------------------------- 7/ d 117 7 - No......................... FEE ............. THE CO''1MONWEALTH OF MASSACHUSETTS _ BOARD F HEALTH '�✓�� � °` o ...... or .......... ._..-------_------------------------{ - Appliratiun -for IN-riv a5al Workii Toluitrurtion Vrrmft Application is hereby'made for a Permit to Construct (j ) or Repair ( } an Individual Sewage Disposal System at: • -- ocation•Ad2lress �C f r of No. f J �� .. lT!_va G.. {lu_ a ........................ Owner •• Address lS.�Pli. — --------------•-•----•----•---......--•.......... ........... 't^ �.-• .........................................•. Installer Address UType of Building i / Size Lot----------------------------Sq. feet W Dwelling—No. of Bedrooms...._.-_.l---------------------------_.-.Expansion Attic (Nt;) Garbage Grinder ( ) aOther—Type of Building ...------------------------- No. of persons---------------------------- Showers ( ) — Cafeteria ( ) Otherfixtures ......................................................-•-------.... ' ._-----.j__�.-__.___--- Mons per person per day. Total daily flow._-�_!�l.f�............................. Mons. W Design Flow---------------- g P P P Y Y ` g Septic T.ntk—Liquid capacity,S Q.L�gallons Length---------------- Width--------------- Diameter..----_-------- Depth......---------- x Disposal Trench—No.-.-__............. Width-------------------- Total Length.................... Total leaching area.................---sq. ft. 3 Seepage Pit No......------------ Diameter.___---k<---_ Depth below inlet_--�?............. Total leaching area_2.�_/....sq. ft. Z Other Distribution box ( ) Dosin ankh � Percolation Test Results Performed b fYt. - r _G` ( i'•• ;L % ,-1 Y E. -- Date... ..... Test Pit No. 1----------------minutes per inch Depth of Test Pit..------------------ Depth to ground water............-----------. (� Test Pit No. 2----------------minutes per inch Depth of Test Pit.------------------- Depth to ground water........................ Ri --------------------- -------------r-------- Description of Soil ........--`�'d��41 � �.•.. L•�/j-�--(� ��' `I"�'d��� y ' (xj -------------------------------------------------------------------------- W U Nature of Repairs or Alterations—Answer when applicable....-.-......................................................................................... --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been is d-byZt , !zord of health. Sig i f ftr.. _ __-•----•---------•-•---------- ' ----'f-G ----....l..e/2(? A lication Approved B L'-- -•-------•-••----•---- i Date / PP PP Y ---------6-..-.._7-G. Date Application Disapproved for the following reasons:.-•....................... • ---------.._...--------••-•-•--••-•--•----...-----•-------------------------- •..................................... ....•-•-----------••-----•--------••--------•-•-----•---------------------•-----------------•----._...---------• ............................................... Date Permit No.__......_ I .1 - ' 1 7 � a Issued .y _ ate 7 liLt A.GF` THE COMMONWEALTH OF MASSACHUSETTS 1� BOARD F HEALTH l!.... ..........OF............�y��j........:................................................ W.ertifirate of TOmplialtrr TH T CERTIMYTfiat the Individual Sewage Disposal System constructed (4-r-or Repaired ( ) by.--.... - _ Install------ Z-V er 61rVbed has been installed in accordance with the provisions of - r ' e XI f The State Sanitary Code as in the application for Disposal Works Construction Permit No. .... ..... ---1.__�L --_--------- dated....lz'.6--7- .----_-______.______ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY.DATE....I� - '` T G {/ -• -- -----••--------- p �.. ---------------•--•---- THE COMMONWEALTH OF MASSACHUSETTS - �G — BOARD O HEALT����"-" �' � . .......OF--------- - --- --- -- - .......------------........... / 4 No.- vr_�...z FEE._ Permission is hereby granted_._.._.... tizz, V --------------- :.. .:... -----.....-•-.....---.......--- to Construc o Repair an Individual e ;a sal Sys in at No - / . . Street as shown on the application for Disposal Works Construction Permit No--------------------- Dated---- 'G-.` .............. -------•-•------•-------•----•--------------------- ----------------•--------------------------•-------- Board of Health DATE-------------------------------------------------------------- --------_------ FORM 1'255 HOBBS & WARREN. INC.. PUBLISHERS PROTECTIVE IMBED 3' BOLLARDS IN 18' DIA. FIRST FLOOR AT EL. 72.6' NEMA4 CC',t^. FILLED CONC. BASE PANEL ON fr :•'!40 PAINT GREEN TEST HOLE LOGS OUTSIDE WALL ACCESS COVER (WATERTIGHT) TO FIN. GRADE 57E BUILDING ACCESS COVER (WATERTIGH TO BLOWER UNIT ALARM & LIGHT FIN. GRADE ACCESS COVER WATERTIGHT TO(WATERTIGHT) LISA LYONS RS 4-.71.0 MINIMUM .75' OF COVER OVER PRECAST / FIN. GRADE (H-20) 2% SLOPE REQUIRED OVER SYSTEM ENGINEER: ' 71.0` 69.0 - 70.o DAVE STANTON, RS 2" RECYCLE LINE RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE MIN 18" COVER MAX. 36" WITNESS: "^DAwnr FOR FIRST 2' 1/22/04 _I DATE: EL. 66.5' PROPOSED 3000 e PERC. RATE < 5 MINE INCH !I 68.50' GAIT-ON SEPTIC 68.25 67.75' G TA K (H- 10 )C 67.50' H-2o lJ2 TANK (H- 2Q ) GAS SLu EE SHEEP 2 67.06 0 66.099 8' o 0 BAFFLE 67.23Y 66.35' ��iii��W 66.18 CLASS i SOILS P# 10,656 INV.'S E_ MIN OUT _ o $ LOCUS - N ( 2 % SLOPE) �6" CRUSHED STONE OR MECHANICAL 6" CRUSHED STONE OR MECHANICAL o00 65.25 w s"s H-•20 HI-CAPACITY INFILTRATORS 0, z 4'3" COMPACTION. (15.221 [2]) COMPACTION. (15.221 [2]) r, ELEV. � a DEPTH OF FLOW = MIN 4' 3/4" TC 1 1/2" DOUBLE WASHED STONE 0" 70.0' 2 F TEE SIZES: " ( % SLOPE) DEPTH OF FLOW = ( 3 % SLOPE) STET 2 ( 3 % SLOPE) ( 1 % SLOPE) INLET DEPTH = 10 TEE SIZES: OUTLET DEPTH = 19" INLET DEPTH = 10 0 OUTLET DEPTH = 14" FOUNDATION 12' SEPTIC TANK 6' SEPTIC TANK 9' RECYCLE MH 25' D' BOX 9' 6.05' FILL LOCATION MAP NTS LEACHING pp c FACILITY 60 65.0' "1 2 (W/FAST I/A UNIT) SYSTEM PROFILE I ' ASSESSORS MAP 274 PARCEL 14 NOT TO SCALE SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) BOTTOM TH EL. 59.2' C 4.7 PERC DESIGN FLOW: 12 BEDROOMS ( 110 GPD) = 1320 GPD --- __ 80" o MS USE A 1320 GPD DESIGN FLOW 23�, ► SEPTIC TANK: 1320 GPD (2 ) = 2640 ► ; NOTE: FIELD TO BE STAKED 2.5Y 6/3 ► BY REGISTERD SURVEYOR ► IN FIELD PRIOR TO USE (1) 3000 GALLON SEPTIC TANK AND °11 1,787 SF i INSTALLATION. USE (1) 500 GALLON FAST SEPTIC TANK IN SERIES i LEACHING ► 1 FIELD LEACHING: i1 L _ 1 COVER TO GRADE SIDES: N/A 5.4' LeBARON CAST IRON LA0910 1 �► H-20 RATED FEMALE ADAPTOR & THREADED PLUG PERIMETER (AREA): 1787 SF TOTAL LEACHING AREA (BOTTOM ONLY) VALVE BOX TO 2'-10" OD 1 GRADE 26" 130" 59.2' 1787 SF x 0.74 = 1322 GPD TOTAL (O.K.) °= 1.1' I ►► -J ► NO GROUNDWATER ENCOUNTERED USE 3 ROWS OF 11 H-20 HIGH CAPACITY INFILTRATORS IN i 2 Cu FT STONE IN FIELD WITH DIMENSIONS SHOWN AT RIGHT. 1 CONC. i SLEEVE PIPE TO ALLOW NOTES. OTES. 1 MOVEMENT EW E 8 1/8 1 4" SCH40 PVC N►� ► FITS INTO TOP 1. DATUM IS APPROXIMATE NGVD OF CHAMBER 24" 1 2. MUNICIPAL WATER IS EXISTING ► __� MANUF. LeBARON, BROCKTON, MA 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. MODEL: LK 110 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H0 BE MADE WATERTIGHT. - 20 BOARD OF HEALTH i- LABEL SEWER OR DRAIN AS APPROPRIATE WEIGHT: 475 LBS 5. PIPE JOINTS T UNLESS OTHERWISE NOTED 1s'9' APPROVED DATE ' TYPICAL "ICAL ACCESS CCESS COVER 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. LEACH FIELD DIMENSIONS DETAIL SCALE: 3/4" ENVIRONMENTAL CODE TITLE V. = 1'-0" 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO -BE /� USED FOR LOT LINE STAKING. SCALE: 1"= 20 CLEANOUT DETAIL NTS 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. _ .. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. ' .:,. ':: , - •, _ .t_ l. a - + n i•.r.•rT ,.;+.�_ •7 J7 r•ryy^.1 s.: It '�r ` . ,�. - _ - , LOCATION OF .ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR PUMP AND REMOVE EXISTING LEACH PIT. REMOVE ALL CONTAMINATED TO COMMENCEMENT OF WORK. SOILS AND REPLACE WITH CLEAN MED. SAND 11. COORDINATE FAST CONSTRUCTION DETAILS WITH J&R ENGINEERED PRODUCTS. 12. REPLACE /REPAIR AS REQUIRED ALL DISTURBED PAVEMENT, LAWN & UTILITIES. 5' REMOVAL OF UNSUITABLE SOIL 1 REQUIRED AROUND PERIMETER OF ` LEACHING FACILITY, DOWN TO LA ��� r� _ TEL VERIFY WATER MAIN LOCAITON ` REPLACE BOLLARDS & SUITABLE SOIL LAYER. REPLACE l �r l 67 -_- IN THIS AREA WITH BWC• CHAIN IF DISTURBED WITH CLEAN MED. SAND. ENGINEER E PLAN RISER 291.69' - ' . �.�LrKl BY CONSTRUCTION TO INSPECT AND CERTIFY s -69 Sri ` (TYP.) REMOVAL 70 69- \69 , N OF -71 UNE t, ��. _ UNITS 6 - 16 UG X CAPTAIN COOK LANE FENCED I AREASELE ►';; PROP. VENT WITH CHARCOAL FILTER MH CAN AND BOGSCREEN (FINAL PLACEMENT BY IN THE TOWN OF: BOX ► 1 CONTRF.CTOR WITH CONDO OWNER'S to . WATER MAIN CONSULTATION ( HYANNIS) BARNSTABLE FIELD LOCATED )r ;':. 1 O 1 :: ::' 1 'a�o� AT THIS POINT EXISTING NEW 3000 GAL. H-20 _ .! SEPTIC SYSTEM AREA v SEPTIC TANK ;_. ► �� PREPARED FOR: CENTER VI VILLAGE CONDOS UNITS 6-16 W ,A FFLOOR = 72.6' SLAB J �'`' "► r 12 BEDROOMS 20 0 TOTAL 2" RECYCLE LINE W :;'1 20 40 60 0 P iCH TO S/T f. 'r? ; I PROVIDE INSPECTION PO 1 FO EACH I LOW POINTS ROW OF INFILTRATORS (SEE ABOVE) °, :, ° ° 1 - I- SCALE: 1" = 20'• DATE: JANUARY 29, 2004 HYDRANT ►:'• �... - ' '�•► � REV. 9/26/05 (MOVE SAS, ADD I/A) 1 ; . TAG BOLT 467 1 ELEV = 74.70' --- %`�'- ------ B• t ' '` ';. .;� , �1 --- --- PAVED IV�OF L _ REE W' '.. •• 7� 0, 1 ?� �q �H OF EDGE PAVEMENT------_ ---------..?- --------_ __--- ►;, jj ' � C 1 ° - A RN �yGN �``� e�ss9c G ' DBOX - H �� RV ycN - --'---- - ASLINE ip G �- CAUTION: GASUNE IN VIL O0 T/�� C WSO AREA OF PROPOSEa Np�a J .Lo 92� DATE oOl/ ��� ---- (PORT,ONOONLY �? (���SURVE'10� GF���isrER`` /V (� NEWLY 111-4STALLED HOWN) UNITS 18 - 28 S ONa_L_ Sl � O 1500 GAL. H-20 APPROX. LOCATION (UNMARKED). �j SEPTIC TANK PORTIONS ENCOUNTERED AT START LEGEND ® REPLACE WITH FAST 1.5(01 OF INSTALLATION, LOCATION OF 1500 GAL. H-10 SEPTIC TANK WATER SHUT-OFF AND CONSULTATION WITH WATER DEPT. EMPLOYEE GIVE GOOD EVIDENCE 100.0 PROPOSED SPOT ELEVATION OF ITS LOCATION AS SHOWN HERE. RECYCLE MANHOLE 10OX0 EXISTING SPOT ELEVATION FAST®BLOWER & (3) BOLLARDS CONFIRM LOCATION OF WATERLINE IN AREA OF PROPOSED SYSTEM. SLEEVE/RE-ROUTE 100 EXISTING CONTOUR IF WITHIN 10' OF PROPOSED SYSTEM. off 508-362-4541 O 00 SYST7," PLAN N •`/I Ew fax 508 362-9880 p SCALE: 1"= 20' 11 20 0 20 40 60 down cape engineering, inc. CIVIL ENGINEERS NOTE: OTHER CONDOMINIUMS ON THIS SITE NOT SHOWN LAND SURVEYORS TOTAL LOT AREA: 219,205f SF 939 main st. yarmouth, ma 02675 03-391 5.03 AC. SHEET > OF 2 78' _3' NOTES (198cm) cBcE t 00 1.BLOWER PIPING TO FAST MAY NOT EXCEED 100 FT Specifications For MicroFAST 1 . 5 Wastewater Treatment System (30.5m) TOTAL LENGTH AND USE A MAXIMUM OF 4 ELBOWS IN THE PIPING SYSTEM (® 100 M. FOR 1. GENERAL 5. REMOTE MOUNTED BLOWER LPM) with a 2.0 design safety factor. DISTANCES GREATER THAN 100 FT--CONSULT The contractor shall furnish and install 1 be mounted remote withno An optional (6) six inch hole and a FACTORY. BLOWER MUST BE LOCATED ABOVE ( ) The blower may FLOOD LEVELS. MicroFAST 1.5 treatment system as more than 100 feet (30.5 M) of piping and gasket can be utilized on the same 2. VENT TO BE LOCATED ABOVE FINISH GRADE OR manufactured by Bio-Microbics, Inc. The no more than four elbows, from the FAST centerline dimension or up to 2 inches HIGHER TO AVOID INFlLTRATION. CAP WITH 6' treatment system shall be complete with all unit on a contractor supplied concrete base. (5 cm) higher. Maximum free or �N O O ® O N VENT GRATE W/AT LEAST 9.1 SQ. IN. OPEN needed equipment as shown on the drawings The blower must not set in standing water unrestricted flow with a 6 inch SURFACE AREA. SECURE WITH STAINLESS STEEL and specified herein. and its elevation must be hi her than the effluent pipe is 260 GPM (984 LPM) or A SCREWS (SEE MCF 1.5 X DRAWING). g 1 OR: normal flood level. Atwo-piece, 30 GPM (492 LPM) with a 2.0 design a a RUN VENT TO DESIRED LOCATION AND COVER The principal items of equipment shall rectangular housing shall be provided with safety factor. OPENING WITH MIN. 4" VENT GRATE W/AT LEAST include FAST System insert, insert lid (or leg tamper-proof screws. The discharge air Wastewater treatment systems work best when 9.1 SO. IN. OPEN SURFACE AREA. SECURE WITH OPO"w„FAST& STAINLESS STEEL SCREWS. VENT MUST NOT extensions if that option is chosen), blower line from the blower to the RetroFAST shall influent flow is delivered as consistently as MODUILE TO SIT IN VOL ALLOW EXCESS MOISTURE BUILDUP OR BACK assembly, blower controls and alarms. The be provided and installed by the contractor. possible. FAST systems have been successful) PRESSURE. p y y sell-JSs' (-218cm MicroFAST 1.5 unit shall be situated within a aAN ) BUNAR wrTN MW 3. ALL APPURTENANCES TO FAST® 6. ELECTRICAL designed, tested and certified recieving gravity, (BY BO-+ram) e. . SEPTIC TANK, PUMPOUTS, ETC. MUST 1 125 gallon minimum compartment in a two ( 9 ) demand--based influent flow. However when SEE DIRAMM AID DP"Nc CONFORM TO ALL COUNTRY, STATE, compartment tank as shown on the plans, The electrical source should be within 150 YICFWAST 4i1.5 X NICRORISTw 1.5 x PROVINCE. AND LOCAL CODES. or in a 1875 gallon one compartment tank. feet of the blower. Consult local code for influent flow is controlled (either by pump or MD MTE 2 MR '«`ors sr�� VENMG OFTIMS 4. BLOWER CONTROL SYSTEM BY BIO- Tank(s) must conform to local, state, and longer wiring distances. All wiring must other means) to the FAST system to help MICROBICS, INC. all other applicable codes. The contractor conform to code. The input power required with highly variable flow conditions, then 5. COPYRIGHT (C) 2005, BIO-MICROBICS, INC. shall provide coordination between the FAST for the blower is 115/230 Volts, Single multiple feeding events should be used to -- help assure even flow, optimum performance, system and tank supplier with regard to Phase, 60 50 Hertz, 5.6 2.8 Full Load aFcr 6. MUST INCREASE TANK SIZE BY 20% IF / / and reliability. (+0 an MOL VENTM PIPE err MINIMUM of 10 INCHES IS USED BETWEEN fabrication of the tank, installation of the Amps, minimum wire size is 14 A.W.G. e-(I5.2on / 00coND M THE UNIT AND THE BASE OF TANK. FAST unit and delivery to the job site. (Locked Rotor Amps are 23.2/11.6). All OBSEWATM SYSIEN) CONSULT FACTORY FOR APPROVAL r( ) SEE NME 4. conduit and wiring between the electrical Lm. 7. THE PRIMARY COMPARTMENT MAY BE A 2. OPERATING CONDITIONS g 10. WARRANTY JowWATER E BLOND"P"� SEPARATE TANK. The MicroFAST 1.5 treatment system shall be control panel (optional), the power supply, In the event a mechanical component fails and the blower shall be furnished and to perform as specified or is proven SEInC TAW _� 8. NO MORE THAN 4 FT OF FILL MAY BE PLACED capable of treating the wastewater produced installed by the contractor. p p OVER FAST LID. UNIT MAY STAND INSIDE by typical family activities (bath, laundry, defective in service during the TANK. SEE MCF 1.5 X & F DRAWING warranty period, the manufacturer AND REFER TO INSTALLATION MANUAL FOR kitchen, etc.) ranging from (6) six to (21) 7. ALARMS shall repair or replace such defective MORE DETAILS. twenty-one persons and not to exceed The alarms stem shall consist of a visual hi� E y parts. (Cost of labor on 7 71,500 US Gallons per day (5678 LPD). and audible alarm to indicate loss of power repair/replacement is not covered 3 MEDIA to the blower and/or high water level. A under this warranty.) The replacement -� N manual silence switch is included. Z `� The FAST media shall be manufactured of or repair of those items normally WASTE TREATMENT `� rigid PVC, polyethylene orpolypropylene and 8. INSTALLATION AND OPERATING consumed in service such as air filter, E e°K (10ao) g etc., shall be considered as art of 0 1 ;,; MD it shall be supported by the polyethylene INSTRUCTIONS p insert. The media shall be fixed in routine maintenance and upkeep. o position All work must be done in accordance with (4239 LW-M) zgar C, IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE and contain no moving or wearing parts and local codes and regulations. Installation of It is not intended that the SEE NOTE a shall not corrode. The media shall be the MicroFAST 1.5 shall be done in 'T� Date 0 - 3- 5 manufacturer assume responsibility for M20 FAST%t;WSERT designed and installed to ensure that accordance with the written instructions � W C"B'D-M ) 66®- MICR BICS contingent liabilities or consequential MicroFAST®1.5 L sloughed solids immediately descend through provided by the manufacturer. No more damages of any nature resulting from 1-800-753-FAST 3278 the media to the bottom of the septic tank. than four feet of fill may be placed over defects in design, material or the FAST lid. ° ,, �'..:.•� :,=�.- BMI workmanship, or delays in delivery. The MicroFAST 1.5 unit shall come equipped replacement, or otherwise. with a regenerative type blower capable of delivering 25-40 CFM. The blower assembly shall include an inlet filter with metal filter element. 9. FLOW AND PIPE SIZING 4. BLOWER Each FAST module is provided with a standard (4) four inch effluent pipe IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE hole and gasket. The maximum free or SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. Date 01-03-05 NOS 6. ORATE � Nort 2, +��T�-� ������+ unrestricted flow with a four inch (6-034 ROUNDGrRATE) lu in:tawL rcxar. SEC IarE 1. _ effluent pipe is 90 U.S. Gallons per _ 5" 2' (5cm) AREA.TORQ 114 EQUVALEISTEN UTtF�E i minute (341 LPM), or 45 U.S. GM (170 B10 MICROBICS ® MicroFAST®1 5 S 1.75' 12.7cm) 15.5' PSEL (4.5c) ( - OItiGlfu,� = N01E 4. OK1::ir::9. - INCORPORATED • TYP �`-` (39.4cm) OO�Q - boor - { F:COI 1-800-753-FAST (3278) O , 7.25 \ o �.-r��.. 1- aW3 (18.4cm) O a' scrl) 1 .. 4o T QQO F4t Pir°c n,c oom• a oerr;N o►n.�s cn -s n¢v,arAM a wO;X fl cs Nc era s"or mwn by g�T Y !£ .) z.:dS^:N t...n'..'G4q'J Ml'Y.IXl.'. iPWi'.:.Ti,,$M,!(AN.Mvt':V1Y f3..A.Y.Yl.4r. I 420.3c 112" 3.875" cur .. W�� �.SECURED WITH 8" (30.5cm) (9.8cm)sSTAINLESS ���TTi'tE • • S'TEEL SCREWS 141HOR BOLTS TYP SEE NOTE 2. N M • I PI AN VIEW L - \-PORTIZNA71;ar LEG EXTENSION �iim�CXTDaS'!ON � SEE NOTE 3. MODIFIED LEG L7CI NSV4 M111 4' PVC: PIPE 6" (15.2cm) I I 4"SCH40 PVC IN FROM FASAUNIT VENTS NOTES MORAR ALL JOINTS 1. SECURE ORIGINAL 7" X 7" FOOT TO LEG EXTENSION 1.75" W/FAST LID BY PLACING TWO (2) SCREWS IN EACH SIDE OF THE WITH T NON SHRINK GROUT (4NP)- - LEG EXTENSION. EIGHT (8) SCREWS PER FOOT ARE 26` U IN FOUR (INCLUD4) CORNER LEG EEXTENSIONS AND SHOULD BE USED N EACH OF THE 5'-0" TITLE 5 SITE SLOWER HOUSING BASE PUN DIMENSIONS (SECTION A-A) 2. ANCHOR THE LEG EXTENSIONS (4 CORNER LEGS ONLY) TO THE BASE OF THE TANK. PLACE BOLTS REI PR P AT OPPOSITE CORNERS OF THE LEG EXTENSION 3/8*EEPHOLE BASE. EbMER W/ HWD 3. TO ELONGATE FOOT PAST THE PROVIDED 12', CUT PRESSURE FLOW OF (by 8I0-mefioacs) � THE 3.9" LEG EXTENSION IN THE CENTER INTO TWO U N ITS 6 - 16 SEPARATE PIECES. THEN CUT A SCH 40 PVC PIPE ® TO THE DESIRED LENGTH AND SUP THE PIPE OVER RECYCLE TO S/T 1 THE TOP AND BOTTOM CUT SECTIONS OF THE LEG EXTENSIONS. PITCH TO DRAIN BACK TO MH CAPTAIN COOK LANE 20" 4. ATTACH PIPES WITH STAINLESS STEEL SCREWS. IN THE TOWN OF: (50.8 ) 2-PVC BALL VALVE (TYP.) 5.VENT TO BE LOCATED ABOVE FINISH GRADE OR HIGHER \OUT TO DBOX B A R N S TA B L E 1� TO AVOID INFILTRATION. CAP WITH 6' r1 A VENT GRATE W/AT LEAST 9.1 SQ. IN. OF OPEN SURFACE PLAN VIEW ( HYANNIS) AREA. SECURE WITH STAINLESS STEEL SCREWS (SEE ACCESS COVER SCH40 PIPE BENDS UP INTO RISER CONCKfE MCF 1.5 L DWG) OR: WITHOUT CONFINED SPACE ENTRY. PREPARED FOR: CENTER VILLAGE CONDOS T-- SEE DETAIL EL 70.8t FOR EASE OF PUMP REPLACEMENT I I RUN VENT TO DESIRED LOCATION AND COVER OPENING 1� 4' WITH MIN. 4' VENT GRATE W/AT LEAST 9.1 SO. IN, OPEN ADJUSTING BLOCKS/RISER AS REQ. 4' (10.2cm) SURFACE AREA SECURE WITH STAINLESS STEEL SCREWS. MORTAR ALL COMPONENTS (TYP.) (10.2cm) VENT MUST NOT ALLOW EXCESS MOISTURE BUILDUP OR STRAP -III-1 I III-III-I I - - BACK PRESSURE ---E E EL 69.0 20 20 40 60 IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE SUB, CT m I�I 1 EI III TO DESIGN AND/OR MATERIAL CHANGE wrrHour NOTICE. DRILL 3/8' ANTI-SIPHON & DRAINBACK HOLES $. „ - I -I I ate .., IN TOP & BOTTOM OF RECYCLE LINE SCALE: 1 - 20 DATE: JANUARY 29, 2004 a.Ecialcu.coNnurr DIMENSIONS (TO BLOWfIt B10 �FA ( 5 X 2' SCH40 PVC RECYCLE LINE REV. 9/26/05 (MOVE SAS, ADD I/A) 2" MIN. AID PIPIrIGn' "'� MiCroFAST®1. 1-800- 78) OUT TO DBOX PITCH BACK TO MH WITH NO LOW POINTS - ;�.s � �':m" .." �.^ 9►.' � BMI 1% MIN. ® 0 67.23 6706 ��IIAOFMASs9 HOF�,�gs 17'-0' 4"SCH40 PVC IN FROM FAST UNIT �'� ARNE o� 5" LOW LEVEL ALARM CON � N � H. c 1.5' ABOVE BOTTOM TANK 0 O H. o OJIA LA ECYLE PUMP 0.3 hp ° 34 2 FLOAT(S) SHALL BE HUNG SO THAT THE BY FAST® 4 // 24' OPENINGS LEVELS MAY BE ADJUSTED WITHOUT uR .lO A , o� NbLE DATE ENTERING THE PUMP CHAMBER. SUPPORT TEES TO RISER 24" TEE EL 63.0 WITH STAINLESS STRAPS W/GAS 10"T ES BAFFLE of TO FAST TANK 58" 8" KNOCKOUTS TYP. SECTION VIEW DRILL 3/8" ANTI-SIPHON & DRAINBACK HOLES off 5D8-362-4541 G IN TOO & BOTTOM OF RECYCLE LINE tax 508 362-9880 2" RECYCLE LINE IN FROM RECYCLE MANHOLE RECYCLE PUMP MANHOLE DETAIL MATCH INVERT IN +1" TO PREVENT BACKFLOW INTO RECYCLE LINE (FROM BLDG (OR ENTER THRU RISER) NOT TO SCALE down cape engineering, inc. 3,000 GALL. SEPTIC TANK CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS CIVIL ENGINEERS SCALE: 1/4" = 1'-0" APPROX. STEEL REINFORCEMENT: ASTM-AS-615 GRADE 60 CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS DESIGN LOADING: AASHTO HS-20 LAND SURVEYORS STEEL REINFORCEMENT: ASTM-AS-615 GRADE 60 DESIGN LOADING: AASHTO HS-20 939 main st. yarmouth, ma 02675 - PLAN vlEw 03- 391 SHEET 2 OF 2 FIRST FLOOR AT EL. 72.6' SYSTEM PROFILE ���--- ACCESS COVER (WATERTIGHT) TO FIN. GRADE (NOT TO SCALE) TEST HOLE LOGS ACCESS G COVER (WATERTIGHT) TO A ESS COVER (WATERTIGHT) TO FIN. GRADE A . GRADE LI SA'LYONS, RS . 71,0' MINIMUM ,75' OF COVER OVER PRECAST 71 O' 2% SLOPE REQUIRED OVER SYSTEM 69.0' - 70.0' -- ENGINEER: RU PIPE LEVEL . 2" DOUBLE WASHED PEASTONE -. WITNESS: DAVE STANTON, RS FOR FIRST 2' MIN 18 COVER/MAX. 36 1/22/04 _I "^OgwA PROPOSED PROPOSED 1500 s EL. 67.0' DATE: 68.25' GALLON SEPTIC �= H o PERC. RATE < 5 MIN INCH g R GALLON SEPTIC 67.50 _ 7 '3z TANK H- 20 ) o - 68.50 TANK (H- 20 ) GAS 67.75 ( GAS 66.68 0 66.58 n, BAFFLE BAFFLE :66-85' "��� o CLASS I SOILS P# 10,656 MIN goQ 0.58' S \, s-fs z ( 2 % SLOPE) 6" CRUSHED STONE OR MECHANICAL 6" CRUSHED STONE OR MECHANICAL "Q 'g' o 66.0 '' UNITS 3 COMPACTION. (15.221 [2�) ? COMPACTION. (15.221 [2)) w IN i ELEV. �� a DEPTH OF FLOW 4'3' MIN 4' 1 % SLOPE) 3 4" UBLE WASHED STONE 0" Q 70.0' TEE SIZES: ( 2 % SLOPE) DEPTH OF FLOW = 1.5 / / ' TEE SIZES: �� ( % SLOPE) o INLET DEPTH = 10' ,� INLET DEPTH lO OUTLET DEPTH = 19 14" OUTLET DEPTH = FILL FOUNDATION- 12' SEPTIC TANK 6' SEPTIC TANK 41 D' BOX 12' LEACHING 6'8' LOCATION MAP NT FACILITY 0 1 2 60" 65.0' d ASSESSORS MAP 274 PARCEL 14 SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) BOTTOM TH EL. 59.2' O C _ DESIGN FLOW: 12 BEDROOMS ( 110 GPD) = 1320 GPD "80 so" MS USE A 1320 GPD DESIGN FLOW CLEANOUT DETAIL SEPTIC TANK: 1320 GPD ( 2 ) = 2640 COVER To G E NTs 2.5Y 6/3 LeBARON CAST ON LA0910 USE (1) 300Q GALLON SEPTIC TANK AND H-20 RATED FEMALE ADAPT R & THREADED PLUG USE (1) 1500 GALLON SEPTIC TANK IN SERIES GRADE Box To LEACHING: SIDES: N/A ' 2 C BOTTOM: 31.2 x 58.25 (.74) = 1344 CONC. SLEEVE PIPE TO ALLOW J 130" 59.2' TOTAL: 1817 S.F. 1344 GPD MOVEMENT ` 4" SCH40 PVC USE 31.2' x 58.25' LEACH FIELD OF 4 ROWS OF 9 FITS INTO TOP- - NO GROUNDWATER ENCOUNTERED STANDARD INFILTRATORS EACH, WITH 4' STONE of CHAMBER BETWEEN ROWS AND 1' AT ENDS NOTES: 1 . DATUM IS APPROXIMATE NGVD 2. MUNICIPAL WATER IS EXISTING I 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. BOARD OF HEALTH 4, DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20 5. PIPE JOINTS TO BE MADE WATERTIGHT. MA APPROVED DATE 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. - ENVIRONMENTAL CODE TITLE V. - PUMP AND REMOVE EXISTING LEACH PIT. REMOVE ALL CONTAMINATED •SOILS AND REPLACE WITH CLEAN MED. SAND 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING, 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" .PVC. <` 9. C JMPOI'VENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT -- -- s Rat+nvAL of uNsulTaeLE soli INSPECTION BY BOARD OF HEALTH,AND PERMISSION OBTAINED EXIST. 2000 GAL. S �TiG TANK REO UIRED AROUND I--EK1IAt E'.N 0r - _- ��____ _.f -- PRnnn . POAPn nl- ucnL r (PUMP & REMOVE) LEACHING FACILITY, DOWN TO s _ . TEL .. -L 9 i �- SUITABLE -SOIL LAYER. REPLACE •- 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE RISER WITH CLAN MED. SA.Nr,• ENGINEER LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR CATV PROP, 3000 GAL. H-20 TO INSPECT AKD 'CERTI�''Y --69 Box SEPTIC TANK REMOVAL. TO COMMENCEMENT OF WORK. ` 0L - -- __ --69- _ c 6 _ -----IL UG TEL LINE - X UG CA LINE r-- -t-- ----\1---- --� X ELEC� , .y- TITLE 5 SITE MH o .101.4 c o E J� N l � !-- PROP. VENT WITH CHARCOAL FILTER REPAIR PL" ' O 23' f - AND BUGSCREEN (FINAL PLACEMENT BY h CONTRACTOR WITH CONDO OWNER'S ' CONSULTATION) SEPTICN SYSTEM AREA OF UNITS 6 - 16 UNITS 6--16 w __- (� FLOOOR = 72.6' TH ' PROVIDE INSPEClTON'PORTS; f FOFf EACH ROW OF INFILTRATORS (SEE DETAIL ABOVE) CAPTAIN COOK LANE 12 BEDROOMS w TOTAL , IN THE TOWN OF: ( HYANNIS) BARNSTABLE i \ _ HYDRANT 1 1 22' TAG BOLT 467 �__ 2 PREPARED QR: o _ _ ____ _ C NTER VILLAGE CONDOS ELEV 74.70' L PAVED SIDEWALK ----_-------------_____ W i h / ------------ _-__ _ _ ___71 - AB A- LE �----------------- J1 _ ___ __ REE -- -� l 20 20 40 60 CAPTAIN -------- ___ EDGE PAVEMENT - 70-- W 1 r COOK LANE TIME OF LOCATION (UNMARKED A7 Q SCALE: 1" = 20' TE: JAN UARY 29, 2004 TIME OF TEST HOLE) 71 r CONFIRM LOCATION OF WATERLINE IN AREA a���ZH OF,uys� �(H OF MA6.09cy OF PROPOSED SYSTEM. SLEEVE IF WITHIN 10' UNITS 18 - 28 o ARNE yG ARNE H G Q PROP. 1500 GAL. H-aO OF PROPOSED SYSTEM. 0 in � O ALA O J Nv' - SEPTIC TANK .2634 o No. 30792 OF Gf S qN SUR4 S61ONAL EaG AR .� ALA, P.E., P.L.S. DATE r NOTE: OTHER CONDOMINIUMS ON THIS SITE NOT SHOWN II I LEGEND v o r N MUST SUPERVISE i AND CER WRITING 100.0 PROPOSED SPOT ELEVATION AS uRDANNS p IN STRICT TO LA . 100x0 EXISTING SPOT ELEVATION 100 EXISTING CONTOUR TOTAL LOT AREA: 219,205t SF Off 508-362-4541 fox 508 362-98W I down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main St. yarmouth, ma 02675 03--391 - _ __ FIRST FLOOR AT EL. 72.6 SYSTEM PROFILE ACCESS COVER (WATERTIGHT) TO FIN. GRADE (NOT To SCALE) _ TEST HOLE LOGS ACCESS FIN. GRADE ER (WATERTIGHT) TO ACCESS COVER (WATERTIGHT) TO 71.0' MINIMUM .75' OF COVER OVER PRECAST /-- FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM ENGINEER: LISA LYONS, IRS 71.0' f 69.0 - 70.0 DAVE STANTON, IRS ~ / RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE WITNESS: FOR FIRST 2' MIN 18" COVER/MAX. 36° DATE: 1/22/04 - I "^Dgwnr PROPOSED 1500 I' PROPOSED EL. 67.0' GALLON SEPTIC 68.25• GALLON SEPTIC 67.50' H-20 PERC. RATE _ < a MIN/INCH 68.50' TANK H- 20 ) A 67.75' TANK (H- 20 ) GAS c ( GAS �� 66.68 66.58 656 o z BAFFLE BAFFLE 66.85 CLASS I SOILS P# 10, r MIN 0.58' ( 2 % SLOPE) 6" CRUSHED STONE OR MECHANICA!.: 6" CRUSHED STONE OR MECHANICAL _ oo$g 66.0' COMPACTION. (15.221 [2]) ,` 11-20 STANDARD INFILTRATORS q Locus - COMPACTION. (15.221 [2]) �6-16 � ELEV. s-1s Z A 2 DEPTH OF FLOW = 4 3 MIN 4' ( 1 SLOPE) 3 4"'TO 1 1 2" DOUBLE WASHED STONE 0" Q 70 0' z a TEE SIZES: ( 2 q, SLOPE) DEPTH OF FLOW = 1 5 / / TEE SIZES: ( % SLOPE) INLET DEPTH = 10 INLET DEPTH 10„ 0 OUTLET DEPTH = 19 " " DEPTH OUTLET = 14 • FILL FOUNDATION---- 12' SEPTIC TANK 6' SEPTIC TANK 41 D' BOX 12' _ LEACHING 6'8 LOCATION MAP NTS FACILITY 1 2 60" 65.0' ASSESSORS MAP 274 PARCEL 14 SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) BOTTOM TH EL. 59.2' C PERC DESIGN FLOW: 12 BEDROOMS ( 110 GPD) = 1320 GPD 80" ® MS USE A 1320 GPD DESIGN FLOW CLEANOUT DETAIL NTS SEPTIC TANK: 1320 GPD ( 2 ) = 2640 COVER TO GRADE 2.5Y - LeBARON CAST IRON LA0910 USE (1) 3000 GALLON SEPTIC TANK AND H-20 RATED FEMALE ADAPTOR & THREADED PLUG VALVE Box To USE (1) 1500 GALLON SEPTIC TANK IN SERIES T GRADE LEACHING: NSA CU FT SIDES: cCONC.BOTTOM: 31.2 x 58.25 (.74) = 1344 SLEEVE PIPE TO ALLOW 130" 2 " 59.2' TOTAL: 1817 S.F. 1344 GPD MOVEMENT USE 31.2' x 58.25' LEACH FIELD OF 4 ROWS OF 9 4" scHao PVC FITS: INTO TOP NO GROUNDWATER:'ENCOUNTERED OF CHAMBER STANDARD INFILTRATORS EACH, WITH 4' STONE BETWEEN ROWS AND 1' AT ENDS <. NOTES: 1. DATUM IS APPROXIMATE NGVD 2. MUNICIPAL WATER IS EXISTING 3. MINIMUM PIPE PITCH TO BE 1 ,/8" PER FOOT. ._ BOARD OF HEALTH 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20 5. PIPE JOINTS TO BE MADE WATERTIGHT. APPROVED DATE MA 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.PUMP AND REMOVE EXISTING LEACH PIT. REMOVE ALL CONTAMINATED ENVIRONMENTAL CODE TITLE V.SOILS AND REPLACE WITH CLEAN MED. SAND 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE - ? USED FOR LOT LINE STAKING. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. -- ` �tE;,sO'4A'_ CF 'Ut :;JITAt ALE soi� --- _ ; .• 9. ICOMPONENTS NOT PTO BE BACK FILLED - __ -- -- .- ... . _ LLED OR CONCEALED WITHOUT EXIST. 2000 GAL. SEPTIC TANK _.___ - , _. Y 'fin Rn !- I .EA.l..TH AN!:a P`F�hA•IcclOnl C3TA!^!En REQUIRED AROUND PERIMETER OF _FROM-- OF HE/�LTH.._., (PUMP & REMOVE) LEACHING FACILITY, DOWN TO -- _ _.._ - _ - ___. .- j >_ L9 __ TEL SUITABLE.SOIL LAYER. REPLACE 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE CATV PROP. 3000 GAL. H-ZO TO INSPECT AND CERTIFY RISER WITH CLEAN MED. SAND..,ENGINEER LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR -- --69 ! BOX SEPTIC TANK REMOVAL. TO COMMENCEMENT OF WORK. ----OL 69- -----TL UG-TEL LINE r - 1 .. X - UG CA LINE 1"•- -,-- ----�,---- --,. XMT ELEC�� 1 y- i s -T-J-E 5 SITE PLAN MH 0 0 0 0 R P"R PUN PROP. VENT WITH CHARCOAL FILTER„ 0 , AND,BUGSCREEN (FINAL PLACEMENT BY (-� '23' I CONTRACTOR WITH CONDO OWNER'S EXISTING OF CONSUlTAT10N) `'i SEPTIC SYSTEM AREA UNITS 6 - 16 i < UNITS 6-16 tv (� FLOOOR = 72.6' TH ' PROVDF- INSPE MON'PORTS; ti FOR EACH- I /�+v 1 ROW OF INFILTRATORS (SEE OFTAIL ABOVE) CAPTAIN COOK LAN E 12 BEDROOMS J TOTAL W \ I IN THE TOWN OF: ( HYANNIS) BARNSTABLE HYDRANT 0 I . I 22 1 TAG BOLT 467 _-_-_-- 2 } PREPARED FOR: CENTER VILLAGE ELEV � 74.7D' T -� _ _ f L L G E CONDOS - � ----------- _____- Pq�D-SIDEWALK_....._ - __=~- 71- W ----- - A_B A LE -----------_-_-- Jh - -- __ - -- ------- _ EE ----- -- 20 0 z CAPTAIN TA I ------EDGE PAVEMENT_ 70���=.: W 1 r. N C 0 0 K LANE TIME OF LOCATION (UNMARKED AT 0 SCALE: 1" = 20' •TE: JANUARY 29, 2004 TIME OF TEST HOLE) 71 CONFIRM LOCATION OF WATERLINE IN AREA 00 N ����tH aF,tysSgcy o �tH OF r�SS9cyG -�� OF PROPOSED SYSTEM. SLEEVE IF WITHIN 10' UNITS 18 - 28 o ARNE G ARNE H. N N OF PROPOSED SYSTEM. H. `!� o OJALA Q PROP. 1500 GAL. H-20 OJALA CIVIL N �j SEPTIC TANK No.30792 0 •o No.26348.. .o � qN 6\0 Is SURV� ON- ARNE H. JALA, P.E., P.L.S. DATE r NOTE: OTHER CONDOMINIUMS ON THIS SITE NOT SHOWN LEGEND 0 100.0 PROPOSED SPOT ELEVATION 100x0 EXISTING SPOT ELEVATION 100 EXISTING CONTOUR • TOTAL LOT AREA: 219,205f SF off 508-362-4541 fox 508 362-9880 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main st. yarmouth, ma 02675 03--391 •` r "r ` } y ,rr t!b FIRST FLOOR AT EL, 72,6 C SYSTEM PROFILE a ACCESS COVER (WATERTIGHT) TO FIN, GRADE a d f t (NOT T SCALE TEST HOLE LOGS ,. d d":, ,yi K "f7. a':'",:w,r~ ,,F : aV ;. ,.: .k^, - A , ,, �$4� r,�° r Ir�,p p p •y ACCESS COVER (WATERTIGHT) TO FIN. G DE ACCESS COVER (WATERTIGHT) TO LISA LYONS, RS ; , ;a , } {y<c+;,: � ,,., 71.0 MINIMUM ,75' OF COVER OVER PRECAST / r t'p FIN, GRADE 2%"SLOPE REQUIRED OVER SYSTEM ENGINEER: r r , ` < 71 0 69.0 — 70.0 ! �:,� x�� r "` . DAVE STANTON RS +� Y„{ r WITNESS: ,, ,.. , RUN PIPE LEVEL 2„ DOUBLE WASHED PEASTONE rr ,r H _ MIN 18 COVER MAX. 36 1/22/0 ... _ FOR FIRST 2' / (� DATE' 4 i '°aawAr . PROPOSED 3000 � PR P D ..---- � EL. 67 O' R I , H- PERC. ATE r < MiN Ir�CH ,. GALLON EPTIC '" S TI 20 _ 32. K ! A�,I.O S 68.25 , ' � fi7,50 --', 68.50 l fi7:75 "S Q ' TANK Ham- 20 TA H 2 0 o w )' GAS GAS 66.68 66.58 �. CLASS I SOILS P# 10,656 a ' Cb BAFFLE BAFFLE 6.85 0000 80 $3' „ o r LOCUS — MIN wf » off$ d a« 65.75 ''ems"is Z `'r, 6 C VSHED ST NE OR MECHANICAL (?% SLOPE) $ 'CRUSHED STONE OR MECHANICAL" �+ COMPACTION. (15.221 [2�) COM ACTION, (1 .221 [2�) H-20 HI—CAPACITY INFILTRATORS 1 ELEV, a z Q F of k r DEPTH OF FLOW 3 MIN 1 r, r, 0 70.0 SLOPE) 3, 4 TO 1 1/2 DOUBLE WASHED STONE p TEE SIZES: ( 2 % SLOPE) DEPTH OF FLOW .a 4 1.5 ; r w TEE SIZES; (_. ....% SLOPE) INLET DEPTH F" 1©'� a a " OUTLET DEPTH 19" INLET DEPTH 10 .._.._�.., OUTLET DEPTH 14" FILL LEACHING 6.55 LOCATION MAP NTS FOUNDATION--- 12' — SEPTIC TANK 6' SEPTIC TANK --- -41' D' BOX 12' ..a, FACILITY ' 60" 65.0' 2 ASSESSORS MAP 274 PARCEL 14 � "SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED ) BOTTOM TH EL, 59,2' C I DESIGN FLOW: 12 BEDROOMS ( 11�0 GPD) = 1320 GPD S PERC ® So" MS 132o CLEANOUT DETAIL USE A GPD DESIGN FLOW „,,xSEPTIC TANK: 1320 GPD (2 ) 2640 NTS 2.5Y 6/3 COVER TO GRADE '01 �'�' LeBARON CAST IRON LA0910 3000 1 ✓- �` H-20 RATED FEMALE ADAPTOR & THREADED PLUG } ''.� t QtE (1) GALLON SEPTIC TANK AND "—""" VALVE BOX TO PERIMETER r r� h ,USE, (1) 1500_ GALLON ;SEPTIC TANK:,IN IN SERIES GRADE LEACHING: 1$43 SF LESS ;49 SF .�' 0 , SIDES , N/A 2 CU FT f CONC, { PERIMETER (AREA): 1843 SF LESS 49 SF 1794 SF -.i SLEEVE PIPE TO ALLOW 130" 59,2' 1794 SF x 0.74 = 1327 GPD TOTAL (OKAY) MOVEMENT y WPVC FITSSINTO OP ` NO GROUNDWATER ENCOUNTERED FITS INTO TOP .,"'STONE, USE 3.,ROWS OF 11 H--20 HIGH CAPACITY INFILTRATORS IN OF CHAMBER -ONE IN FIELD WITH DIMENSIONS SHOWN AT ST , _,. qq g NOTES #�8*9+tk �r)�v..fA u., r. ,: • ,'N`,'., µ' a. ,r; -1 ' ",4 a ` APPROXIMATE NGV D 1 . DATUM IS 2, MUNICIPAL WATER IS EXISTING 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. 20 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-- r Js k t HOARD OF HEALTH ' 5, PIPE JOINTS TO BE MADE WATERTIGHT. , 6, CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS, APPRt?VED .DATE x : ENVIRONMENTAL CODE TITLE V, LEACH FIELD DIMENSIONS DETAIL PUMP AND REMOVE EXISTING LEACH PIT, REMOVE ALL CONTAMINATED SOILS AND REPLACE WITH CLEAN MED, SAND 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING. r t ' 8, PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT „• I: "r , „ _. : 5' REMOVAL of UNSUITABLE SOIL INSPECTION BY BOARD OF HEALTHAND -PERMISSION ,! OBTAINED :. ., REQUIRED AROUND PERIMETER OF FROM BOARD OF HEALTH. LEACHING FACILITY, DOWN TO 10, CONTRACTOR SHALL R TEL r SUITABLE SOIL LAYER, REPLACE S L BE RESPONSIBLE FOR"VERIFYING H _- r . ' n WITH �_ ._f,N _D. AN N IN ., .•. ,,.— ,,. , . ... ._ . RISER . .. �XI� I, av0� GAL. H 2 r To wrkt r „rdo CERTIFY cAiry '` TO COMMENCEMENT OF WORK. ---69 BaX SEPTIC TANK REMOVAL, —70 6 9- -6 3k71 UG LINE - X UG A �E �t t / �j ELEC .� -' RCP, VENT WITH CHARCOAL FILTER � LJFJ MH 'ND BUGSCREEN (FINNL PLACEMENT BY zONTRACTOR WI CO;'IOO OWNER'S Q]j PR P+ ` � • _ � ,: " " .�.�„_ 1 ' e`� +�NSULTATION) ` .B 1ri:/ EXISTING OF `J Q j SEPTIC SYSTEM AREA UNITS I V UNITS 6-16 FFLOOR = 72.6. ? { W SLAB CAPTAIN COOK LANE 12 BEDROOMS . ", i /�✓ �,. n .:,; r TOTAL cu i I PROVIDE' INSPECTION POR 1 FO EACH ` ROW OF INFILTRATORS (SEE ABOVE) IN THE TOWN OF BARNST(HYANNIS) ABLE , d r HYDRANT r TAG BOLT A67 " =rn ELEV 74,70" y --___—_— ---- PREPARED FOR: _LA CONDOS '` F0 ti✓ G E ;Iz r PAVED SID '—" --W 1 k - -- REE 4p 60 A LE ---- --- VEMENT- 70 CAPTAI ,.I YY �Q� LANE � (� i GASLINE `7 Cu CAUTION: GASUl E IN Q JANUARY 29, 2004 /`�11� AREA OF PROP 3ED REV. (MOVE SAS) W WSO N EXCAVATION (PORTION ONLY �YY1C4/� " SHOWN) UNITS 18 — 28 , A-]7b 41r- EXIST. 1500 GAL. H-20 APPROX. LOCATION (UNMARKED). SEPTIC TANK PORTIONS ENCOUNTERED AT START OF INSTALLATION, LOCATION OF WATER SHUT—OFF AND CONSULTATION WITH WATER DEPT. EMPLOYEE GIVE GOOD EVIDENCE of ITS LOCATION As SHOWN HERE. ARNE H. OJALA, P,E., P.L.S. DATE �, I { , I CONFIRM LOCATION OF WATERLINE IN AREA , =, OF PROPOSED SYSTEM. SLEEVE/RE—ROUTE r. IF WITHIN 10 OF PROPOSED SYSTEM. ilj Y �'•fii LEGEND NOTE: OTHER CONDOMINIUMS ON THIS SITE NOT SHOWN 100.0 PROPOSED.'SPOT ELEVATIONS '�l ooxo EXISTING SPOT ELEVATION r r 3 off 508-362-4541 0Q EXISTING CONTOUR fax 508 362-988Q TOTAL LOT AREA: 219,205t F • , "v3 4C ' I ' down cape engineering, Jnc. Sr CIVIL ENGINEERS y �.. 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