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1545 IYANNOUGH ROAD - Health
1545 IYANNOUGH RD (RTE.132) Centerville A = 253 015 i JGWncape en ineerin , inc, � q CIVIL MIMP5 & LANP 5UMY0p5 939 MAIN 5T/ POI hlt 6A YARMOMPRf, MA 02615 (508) 362-4541 FAX (508) 362-9680 TRANSMITTAL SHEET DATE: April 3, 2006 TO: Barnstable Health Department FROM: Daniel A. Ojala,PLS, PE Down Cape Engineering Inc.] In f CC: Joseph P. Keller owner Assurance Construction contractor RE: #1545 Iyannough Road,Hyannis,MA DCE Job#03-127 Pursuant to your request, enclosed please find a septic as-built plan for the above referenced site. I also attached our portion of the septic certification previously faxed to your office. Please do not hesitate to call with any questions or comments. 03/28/2006 09:57 17817920480 CLEARWATER RECOVERY PAGE 01/05 Clearwater Recovery, LLC 175 Spring St., Rockland MA 02370 {� { (Phone) 781-878-3849 (Fax) 781-871-4918 (E-Mail) info clearwaterrecovery.com (Web Site) www.clearwaterrecovery.com TO: rh5 I� U I- DATE: 3I� o FAX: 3 O� FROM: Clearwater Recovery PHONE: SENDER:Sus a ICE: 5q's RoAt' t 3;IL Cc: y(A v\V,o Q 1 k - n ilk, (._S ❑ Urgent ❑ For Review ❑ Please Comment ❑Please Reply ❑Please Recycle C0MMENTS: ._,_,._..._. 1-4... ................. _4 E ru 4 Ct .eF.. x. L..: y j _..�_..._.._._err...-....._.:. . ___.. Page 1 of � 03/28/2006 09:57 17817920480 CLEARWATER RECOVERY PAGE 02/05 Stephen B.Nelson,LLC d/b/a Clearwater Recovery 175 Spring Street Rockland,MA 02370-2647 phone-(781)878-3849 fax--(781)871-4918 www.ClearwitterRecovery.com OPERATIONS CONTRACT Agreement is made this day,March 20,2006,by and between: Lakeside Center,LLC—Joseph p Keller,manager ("Owner') c/o Keller Company,Inc. 683 C Main Street,Osterville,MA 02655 and Stephen B.Nelson,LLC d/b/a Clearwater Rccovery,a limited liability company organized under the laws of the Commonwealth of Massachusetts,having a principle place of business at 175 Spring Street Rockland,MA 02370 (C'Operator' Agree as follows: 1• jerur For a period of two years from this date,the Operator shall operate and maintain the _"Amphidrome"_on-site wastewater treatment system located at: 1545 Iyannough Road(Rte 132) (Tmerv) Hyannis,MA.02601-1940 2- Qperator's Obligations: Operator shall perform regularly scheduled maintenance and preventive maintenance as follows: Item O&M Required A. Primary Compartment General inspection twice per year, inspect depth of sludge and scum layer annually, recommend pumping, when necessary. B. Amphidrome Treatment System Inspect twice per year Record operation"run"times. C. Controls Inspect twice per year. D. Effluent Quality Field test twice per year for clarity, suspended solids and odor. Sample and report laboratory results,as required by Barnstable Board of Health(approved Dec 30,2003)— Monthly first two years,then quarterly thereafter for the following parameters Effluent—CBOD,TSS,pH,TN,alkalinity Influent - BOD5,TSS,pH,IN,alMinity Effluent nitrogen limit—19 mg/l The local approving authority may approve additional requirements_ 03/28/2006 09:57 17817920480 CLEARWATER RECOVERY PAGE 03/05 If inspection and effluent testing indicate failure to meet effluent limits, the Operator shall conduct a fWl evaluation within 30 days and submit a report to the owner and the local approving authority. The evaluation report shall include details of the problem and recommendations for system repairs_ Operator shall submit an operational report to Owner and to the Board of Health. Operator shall submit a summary report of system perfbrmance to the Massachusetts Department of Environmental Protection,as required by law. The report shall include an operation and maintenance summary and analysis of water quality sampling. 3. System Alatm or System Failure: If a system alarm occurs or if the system fails,Owner shall immediately notify Operator,who shall notify Board of Health within 24 hours. Operator will investigate appropriate corrective actions. 4. Fees: Fees are listed as follows: Regular operation and maintenance,as outlined in Section 2(A,B,C) above - $ included Section 2(D) above S 380.00 per activity Corrective actions by Operator - $ 68.00 per hour (plus cost of parts,materials,subcontractors) Corrective actions or corrective maintenance repair work may be arranged at costs to be determined by mutual agreement of both parties to this contract. 5. Payment Due u on Receipt of Invoice:Invoices shall be provided to client at service intervals by Operator. Client agrees to pay all invoices upon receipt. Unpaid invoices shall bear interest at the rate of 1.5%after thirty(30)days. Owner agrees to pay all cost of collection incurred by Operator for unpaid invoices including but not limited to reasonable attorney's fees and costs of litigation and collection.This obligation shall,survive the termination of this Agreement. 6. As t-by gRerator The parties expressly agree that the Operator may assign its rights and obligations under this Agreement,in which case the Owner shall look solely to the assignee for performance of this Agreement and the Operator shall thereafter be released from any obligation and/or duty as set forth herein. 7. Assignment by Owner: Owner may,with the prior written permission of Operator,assign its rights,but not its obligations,to any firture purchaser of the Property. No other assignments by Owner are permissible. 8. ni;Facation: Owner shall indemnify,defend,save and hold harmless Operator,its officers,agents, members,directors,agents,employees,and attorneys from any claim,injury,damage,demand or action arising out of Owner's breach of this Agreement and/or its ownership and/or control of the Property. 9. Entire A e ent: This Agreement embodies the entire agreement and understanding between the parties hereto with respect to the subject matter hereof and supersedes all prior oral or written agreements and understandings relating to the subject matter hereof No statement,representation,warranty,covenant or agreement of any kind not expressly set forth in this Agreement shall affect,or be used to interpret,change or restrict,the express terms and provisions of this Agreement. 10. Amendment: The terms and provisions of this Agreement may be modified or amended only by written agreement executed by the parties hereto. 2 03/2e/2006 09:57 17817920480 CLEARWATER RECOVERY PAGE 04/05 11. Waiver Operator's action in not enforcing a breach of any part of this Agreement shall not prevent it from enforcing its rights as to any other breaches of this Agreement that Operator later discovers. 12. Binding upon Successors: This Agreement shall be binding upon and shall inure to the benefit of the parties hereto and their respective heirs,representatives,successors and assigns. 13_ Choice of LLaw/Choice f Forum/Cunsgit to Jurisdiction. .: This Agreement and the rights and obligations of the parties hereunder shall be construed in accordance with and governed by the law of the Commonwealth of Massachusetts,without giving effect to the conflict of law principles thereof The patties agree that any action,challenge to the validity or interpretation of this Agreement,demand,claim or counterclaim relating to the terms and provisions of this Agreement,or its breach,shall be commenced in Massachusetts. The parties irrevocably submit to the exclusive jurisdiction of any state or federal court sitting in the Commonwealth of Massachusetts in any action or proceeding arising out of or relating to this Agreement and agree that all claims in respect of the action or proceeding may be heard and determined in any such court,and agree not to bring any action or proceeding arising out of or relating to this.Agreement, in any other court or to contest the jurisdiction(in rem or in personam)or power or decision of such court over or pertaining to the party or with respect to the subject matter in any other court,within or without the United States.The parties irrevocably consent to the service of process of any of the aforementioned courts in any such action or proceeding by the mailing of copies thereof by certified mail,postage prepaid,to their addresses.The parties irrevocably waive any defense of inconvenient forum to the maintenance of any such action or proceeding so brought.The parties irrevocably waive the right to raise any issue or defense relating to lack of contacts with Massachusetts for purposes of governing law.The parties further acknowledge and agree that venue in any such action or proceeding so brought shall exclusively lie in Massachusetts and the parties hereby further agree that any such action or proceeding shall be resolved by a judge alone,and hereby waive and forever renounce the right to a trial before a civil jury. 14. Sev : The parties intend this Agreement to be enforced as written.However,if any portion or provision of this Agreement shall to any extent be declared illegal or unenforceable by a duly authorized court having jurisdiction,then the remainder of this Agreement,so long as it can be carried out as contemplated by the parties,or the application of such portion or provision in circumstances other than those as to which it is so declared illegal or unenforceable,shall not be affected thereby,and each portion and provision of this Agreement shall be valid and enforceable to the fullest extent permitted by law. 15. Ca ss:The headings and captions of the various subdivisions of this Agreement are for convenience of reference only and.shall in no way modify,or affect the meaning or construction of any of the terms or provisions hereof_ 16. Equal Participation in Preparing this Agreeme :The Parties expressly agree that they participated equally in the crafting of this Agreement and hereby stipulate and agree that any ambiguity found in the document shall not be construed against one party and in favor of another_ 17. ewa: The term of this agreement shall commence on March 20,2006 and shall terminate on March 19, 2008. This Agreement between the parties,without further action by the parties,shall extend for successive consecutive two-year periods. Intent to terminate this Agreement upon the expiration of the two-year period may only be made by written notice at least sixty(60)days prior to the expiration date of this Agreement. 18. Survival of Termination. All rights and obligations of the parties pursuant to this Agreement shall survive its termination. 19. THE PARTIES HERETO EXPRESSLY STATE AND AGREE THAT THEY HAVE HAD A REASONABLE PERIOD SUFFICIENT TO STLmY,UNDERSTAND AND CONSIDER THIS AGREEMENT,THAT THEY HAVE HAD AN OPPORTUNITY TO CONSULT WITH COUNSEL OF HIS CHOICE,THAT THEY HAVE READ THIS AGREEMENT AND UNDERSTAND ALL OF ITS TERMS,THAT THEY ARM ENTERING INTO AND SIGNING THIS AGREEMENT KNOWINGLY 3 03/28/2006 09:57 17817920480 CLEARWATER RECOVERY PAGE 05/05 a it AND VOLUNTARILY AND THAT IN DOING SO THEY ARE NOT RELYING UPON ANY STATEMENTS OR REPRESENTATIONS BY OPERATOR OR ITS AGENTS. EXECUTED AS OF THE DATE FIRST ABOVE WRITTEN. OPERATOR. OWNER: STEPHEN B.NELSON,LLC Joseph P Keller,manager D/B/A CLEARWATER RECOVERY Lakeside Center,LLC By. /W IA' Stephen R.Nelson,Member Name: Scott L Prior Duly authorized Title: Owner's Representative Duly authorized 4 1 r i 9 ' 5� Q o4 tk i ey -5 �J (5x-? t,)f wr)OW O A L A4-4- ;,� , ' ,,�, try �op c�F WjI Awe,,— t) -• � 1 '���� �.:� /� !�7�"�b c.. .. ,✓?� � �L:rf 7'�""" i.����- a... i't Erb .';+°..:,.. •`.,� a'r• `�'''ak• .. r j!1' .c�yC :, f,.). r r:°< a«tomcry i'pg-46 �a �"��.,e' ' • vcJJlz;r..�,r �� 7`�3. •!� �r`,�'?"C/f�"� GrJ.�crr2..c� c;s.�. .Es lr�s,�-_r'-�.:.-� �,.�..,,�_.� �'��',:x�L•r..:,r; �="�.�' ��'`'/✓��f:)/'-" . �fs, 'f�,� �3� � �::.:r� � .✓'ca+_; a g- � _r'i�..,✓,?F'°dif.c�-r T c"'A' .mow '1rr''?' •_� t-� '•a�'t[^+Y dif ©,/4.:;`.�'_.v'/,:G a' °\d �' e�l.l> "'j t'y`e-4. t t r / /. f _Y.. ?'.+. _ _ 1 ..s �. r '•r _ .. 111,- et s r 04/29/2006 WED 15:47 FAX 781 659 8103 CALLAHAN\HOFFMAN U0o1/OOa 03/29/06 04:00P P.001 `C ffi Stephen R.Nelson,LLC d/b/a Clearwater Recovery 175 Spring Street Rockland,NIA 02370-2647 phone-(781)878-3849 fax—(781)8714918 ° a20 www.ClearwaterRecovcry.com OPERATIONS CONTRACT n Agreement is made this day,March 20,2006,by and between: W 0 z Lakeside Center,LLC—Joseph P Keller,manager ("Owner") x e%Keller Company,Inc. U- C 683 C Main Street,Osterville,MA 02655 m and IL r o a Stephen B.Nelson,LIX d/b/a Clearwater Recovery,a limited liability company organized under the laws of the Commonwealth of Massachusetts,having a principle place of business at 175 Spring Street Rockland,MA 02370 ("Operator") Agree a5 follows: 1_ Term:For a period of two years from this date,the Operator shall operate and maintain the _"Amphidrome" `on-site wastewater treatment system located at: 1545 Iyannough Road(Rte 132) ("property") Hyannis,MA 02601-1840 2. Operator's Oblig&bons: Operator shall perform regularly scheduled maintenance and preventive maintenance as follows: Item O&M Required A. Primary Compartment General inspection twice per year, inspect depth of sludge and scum layer annually, recommend pumping, when necessary- B. Amphidrome Treatment System Inspect twice per year Record operation"run"tithes. C. Controls Inspect twice per year. D. Effluent Quality Field test twice per year for clarity, suspended solids and odor. Sample and report laboratory results,as required by Barnstable Board of Health(approved Dec 30,2003)— Monthly first two years,then quarterly thereafter for the following parameters Effluent—CBOD,TSS,pII,TN,allcalinity Influent - BOD5,TSS,pH,TN,alkalinity Effluent nitrogen limit—19 mg/l The local approving authority may approve additional requirements. f ` 03/29/2006 WED 15:48 FAX 781 $59 8103 CALLAHAN\HOFFMAN f�402/04a 03/29/es 04:00P P.002 If inspection and effluent testing indicate failure to meet effluent limits, the Operator shall conduct a full evaluation within 30 days and submit a report to the owner and the local approving authority. The evaluation report shall include details of the problem and recommendations for system repairs. Operator shall submit an operational report to Owner and to the Board of Health_ Operator shall submit a summary report of system performance to the Massachusetts Department of Environmental Protection,as required by law. The report shall include an operation and maintenance summary and analysis of water duality sampling. 3. System Alarm or System Failure: If a system alarm occurs or if the system fails,Owner shall immediately notify Operator,who shall notify Board of Health within 24 hours. Operator will investigate appropriate corrective actions. 4. Fees: fees are listed as follows: Regular operation and maintenance,as outlined in Section 2(A,B,C) above - $ included Section 2(D) above $ 380.00 per activity Corrective actions by Operator - $ 68.00 per hour (plus cost of parts,materials,subcontractors) Corrective actions or corrective maintenance repair work may be arranged at costs to be determined by mutual agreement of both parties to this contract. 5. Payment Due Lipon Receipt of Invoice:Invoices shall be provided to client at service intervals by Operator. Client agrees to pay all invoices upon receipt. Unpaid invoices shall bear interest at the rate of 1.5%after thirty(30)days. Owner agrees to pay all cost of collection incurred by Operator for unpaid invoices including but not limited to reasonable attorney's fees and costs of litigation and collection.This obligation shall survive the termination of this Agreement. 6. Assienmenent_by Operator: The parties expressly agree that the Operator may assign its rights and obligations under this Agreement,in which case the Owner shall look solely to the assignee for performance of this Agreement and the Operator shall thereafter be released from any obligation and/or duty as set forth herein. 7. Assignment ment by'Owner. Owner may,with the prior written permission of operator,assign its rights,but not its obligations,to any future purchaser of the Property. No other assignments by Owner are permissible. 8. Indemnification: Owner shall indemnify,defend,save and hold harmless Operator,its officers,agents, members,directors,agents,employees,and attorneys from any claim,injury,damage,demand or action arising out of Owner's breach of this Agreement and/or its ownership and/or control of the Property. 9. Entire A recmcnt_ This Agreement embodies the entire agreement and understanding bLtween the parties hereto with respect to the subject matter hereof and supersedes all prior oral or written agreements and understandings relating to the subject matter hereof No statement,representation,warranty,covenant or agreement of any kind not expressly set fortb in this Agreement shall affect,or be used to interpret,change or restrict,the express terms and provisions of this Ageement. 10. Amen me t: The terms and provisions of this Agreement may be modified or amended only by written agreement executed by the parties Hereto. 2 f ' 01/29/2006 WED 15:48 FAX 781 659 8103 CALLAHAN\HCFFMAN f�003/OOa 03/29/06 04:00P P.003 ' 11. Waiver: Operator's action in not enforcing a breach of any part of this Agreement shall not prevent it from enforcing its rights as to any other breaches of this Agreement that Operator later discovers_ 12. Bjading upon Successors: This Agreement shall be binding upon and shall inure to the benefit of the parties hereto and their respective heirs,representatives,successors and assigns. 13. Choice of Law/Choice of Forum/Consent to Jurisdiction.etc.: This Agreement and the rights and obligations of the parties hereunder shall be construed in accordance with and governed by the law of the Commonwealth of Massachusetts,without giving effect to the conflict of law principles thereof.The parties agree that any action,challenge to the validity or interpretation of this Agreement,demand,claim or counterclaim relating to the terns and provisions of this Agreement;or its breach,shall be commenced in Massachusetts. The parties irrevocably submit to the exclusive jurisdiction of any state or federal court sitting in the Commonwealth of Massachusetts in any action or proceeding arising out of or relating to this Agreement and agree that all claims in respect of the action or proceeding may be heard and determined in any such court,and agree not to bring any action or proceeding arising out of or relating to this Agreement, in any other court or to contest the jurisdiction(in retie or in personam)or power or decision of such court over or pertaining to the party or with respect to the subject matter in any other court,within or without the United States.The parties irrevocably consent to the service of process of any of the aforementioned courts in any such action or proceeding by the mailing ofeopies thereof by certified trail,postage prepaid,to their addresses.The parties irrevocably waive any defense of inconvenient forum to the maintenance of any such action or proceeding so brought.The parties irrevocably waive the right to raise any issue or defense relating to lack of contacts with Massachusetts for purposes of governing law.The parties further acknowledge and agree that venue in any such action or proceeding so brought shall exclusively lie in Massachusetts and the parties hereby further agree that any such action or proceeding shall be rLsolved by a judge alone,and hereby waive and forever renounce the right to a trial before a civil jury. 14. Severability: The parties intend this Agreement to be enforced as written.However,if any portion or provision of this Agreement shall to any extent be declared illegal or unenforceable by a duly authorized court havin;jurisdiction,then the remainder of this Agreement,so long as it can be carried out as contemplated by the parties,or the application of such portion or provision in circumstances other than those as to which it is so declared illegal or unenforceable,shall not be affected thereby,and each portion and provision of this Agreement shall be valid and enforceable to the fullest extent permitted by law. 15. Captions'The headiugs and captions of the various subdivisions of this Agreement are for convenience of reference only and shall in no way modify,or affect the meaning or construction of any of the terms or provisions hereof. 16. Equal Pancqioation in Preparing this Agreement:The Parties expressly agree that they participated equally in the crafting of this Agreement and hereby stipulate and agree that any ambiguity found in the document shall not be construed against one party and in favor of another. 17. Renewal: The term of this agreement shall commence on March 20,2006 and shall terminate on March 19, 2008. This Agreement between the parties,without further action by the parties,shall extend for successive consecutive two-year periods. Intent to terminate this Agreement upon the expiration of the two-year period may only be made by written notice at least sixty(60)days prior to the expiration date of this Agreement. 18. Survival of Termination: All rights and obligations of the parties pursuant to this Agreement shall survive its termination. 19• THE PARTIES HERETO EXPRESSLY STATE AND AGREE THAT THEY HAVE HAD A REASONAAI,B PER10U SUFFICIENT TO STUDY,UNDERSTAND AND CONSIDER THIS AGREEMENT,THAT THEY HAVE HAD AN OPPORTUNITY TO CONSULT WITH COUNSEL OF HIS CHOICE,THAT Tl`fEY HAVE READ THIS AGREEMENT AND UNDERSTAND ALL OF ITS TERMS,THAT THEY ARE ENTERING INTO AND SIGNING THIS AGREEMENT KNOWINGLY 3 0/29/2006 WED 15:48 FAX 781 659 8103 CALLAHAN\HOFFMAN f�40a/OOa 03/29/06 04:00P P.004 • AND VOLUNTARILY AND THAT IN DOING SO THEY ARE NOT RELYING UPON ANY STATEMENTS OR RF.PRESENTATIONS BY OPERATOR OR ITS AGENTS, EXECUTED AS OF THE DATE FIRST ABOVE WRITTEN. OPERATOR: OWNER: STEPHEN B.NELSON,LLC Joseph P Keller,manager D/B/A CLEARWATER RECOVERY Lakeside Center,LLC Stephen B Stephen Nelson,Member Name: Scott L Prior Duly authorized Title. Owner's Representative Duly authorized 4 i R e r.. c PH 2: 11 r 7YN.P DN 8 CONFERENCE ROOM 3 I� ROBERV5 OFFICE! 'v EX15TING WALL I f I , ffH o� � I i p p I I FILE S WAITING LOBBY M W/KITCNENut�I i PROPOSED M FLOOR PLAN E[ onle� edesme ' eF�gI0H1: EX15TING WALL EX15TING WALL auxn Im n� . R ❑ am�u.: cooua ORAWM N0.. PROPOSED LAYOUT FOR LAWLESS & LAWLESS PC A1 . 1 �J I 1/4•. P-O' j a. UA)I I� d r ° y f T J 3, a` a 3 fr ,aka �; �°°�•r�.{ � Mi h e r ,. I Tr tac $ r.M` 1 eITS. w + �� ,. aP 'C �■ w+Rt" w a _ • 5�x. '7M r �: y " ±` *' ��. .t rya' +� �#/�i• �- 'x i . ,-e, VVI O t , vt € • ��t1} -a • w r xC q= n *iI s� R r y r - w � .�p3 `.h � • � ii J d� `#pr i s I t s adN w ern k w r , r _ � �x .•,rye a ` A ,, .. x - vim•� .� F� axw k d x. r _ M1 •., i x se e r y Ily IN sli r i :i.I I I I I I I I I I K Ilk .�•I Kr ((�x. s• � �} e ° 9'� •M' T �"r .,A T _' _ Y, pre d••r J . S ,. F" 'i!w' ''y,_A ,i.y••.. 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". a #'"Ye.,r." c ,y� r i. •az M': r i e:>i /* • x,Y 4•"4 - FUN ..'Py ty F I� .� � .,.. �c* w- � � � e._ ��:r.'F.e•..ns:—•+y� y��. t '�'��. v ��,. � i"�r ' ��� '�'ny*d. •" y ,4:^ �", :., ` ... y r. �� d" w" i� ;..,, ,�'ms„'rf�'v„- - ",e� r6�F " a �. IL l �' .. "do. 16 d e " . .'k '� « RI'•�' a� /.r •n*fie �lop r .r ,k 'per y� C P { t L r,l 4.q �i III '++�.," / 01, OX TO tr Y d R + °'�-Ear's t �r � /- ., x,w•_..-�. B f' +�,,o. r f a Xy�• • .•,. �'-w�;� "..�' � ^� �' vev • �,"'T°`»`t ; „5,..� +.4 LL;a x yam«P '�" ,�u � Y ��ma's! ' ti �. ., ::�„may, ,. � �.r „ « .r� 'w ��� �F "`.♦ 'T ' .{ s . � ���'+Wiq d - w..Y•/� a � t Y � 4 ..L• M yFy, f4 �ax;�1'� 3,x 4es.- ��y � .ate sf+!C:a" �.�1,^ ..q-' A .4 v' .� Y -•�:}� .. v".r w� _ aw.,.�.� r: .anal•.«,._,u _.wwwn"'.....sr�. � , r-. FROM :down cape engineering inc FAX NO. :150836298eo Mar. 29 2006 03:03PM P1 ' 'own of. Barnstable Regulatory Services Thomas F. Geiler,Director NAM Public Health Division Thomas McKean,Director 200 Main Street,.Hyannis,MA 02601 Office: 508-8Z-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: �fl���� Sewagc Permit# 4005 367 Assessor's Map\Parcel Designer; 1?A N1EL A. ft- f US Installer: A15CPV1thtJCC Address: -10W1J CAi°C C-WGVJe�'11A40 Address: pn 702 g® 46 was issued a permit to instal.) a (date) (installe )� (2� INANNISIMA septic systerri at 4 I ra 415 RT 1-�,'Z-�l`f N� based on a design drawn by (address) `Down C �N&W wc- ARNG A - 0�AUA (�1Sle� _. _ dated -6-6.05 rev 6-,v 10-5"09 �w (designer) V I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. 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 ofi any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. SH r " �1Ji A OF MA AIA U)124, 'F9G, C DANIELA DANIEL (Insta ler s bi attire) OJALA A• CIVIL w OJALA v, Na.46502 � No,40880�„ SQIsTf NG��4r �qNo 9$sv6y P t (Designer's Signature) signer's Stain. PLEASE RETURN TO 'BAR�IS� T,_ABLE PUBLIC HEALTH DIVISION. CERTIFI ATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH TH15 FORM AND AS-BUILA' CARD ARE RECFUVED BY'TIiF BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Ucsigner C;ertificatim Form 3-26-04Aue Health Complaints 26-Jan-06 Time: 11:00:00 AM Date: 1/26/2006 Complaint Number: 18639 Referred To: ALISHA PARKER Taken By: ALISHA PARKER Complaint Type: ARTICLE XXXIX HAZARDOUS WASTE Article X Detail: ILLEGAL OPERATIONS Business Name: Number: 1545 Street: lyannough\Rt. 132 Village: HYANNIS Assessors Map_Parce C253-0:15 --•--....--- Complainant's Name: Anonymous Address: Telephone Number: Complaint Description: New building next to the Rose Lodge, heavy construction going on, oil leaks everywhere going into the ground, not being properly cleaned up. Actions Taken/Results: AP and DS went to said location. No visible signs of oil spills or releases. Very small drops of oil from new asphalt observed. Investigation Date: 1/26/2006 Investigation Time: 11:30:00 AM � I Town of Barnstable BA1ifit5CAIsm Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. May 10, 2005 Mr. Daniel Ojala Downcape Engineering 939 Main Street Yarmouthport, MA RE: 1545 Route 132/Joseph Keller A= 253-015 Proposed Office Building - Former Country Lake Lodge Dear Mr. Ojala, You are granted permission on behalf of your client, Joseph Keller, to construct and utilize an innovative/alternative (I/A) nitrogen reduction system at 1545 Route 132, Hyannis, Massachusetts. This permission is granted with the following conditions: (1) The system shall be installed in strict accordance with the engineered plans dated revised March 23, 2005. (2) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans revised dated March 23, 2005. (3) The wastewater influent and effluent shall be tested monthly for the first two years of operation, then quarterly thereafter. (4) The influent and effluent shall be tested for the following parameters: pH, influent BOD5, effluent CBOD, TSS, alkalinity, and TN. (5) The effluent shall be the following concentration limit for nitrogen: 19 mg/liter. Oj alalASystemApproval TOWN OF BARNSTABLE LOCATION �j SEWAGE# _p j -3$ 7VILLAGE ASSESSOR'S MAP&PARCEL .41 01 S 3 -{f 6' INSTALLERS NAME&PHONE NO. (� ii/ 9- 771- Zj 16 _ SEPTIC TANK CAPACITYL�O� — a 30 h��1 LEACHING FACILITY:(type)Q 0!P f f,T DA p Im�_ (size) 3d.4IoD = /'gam NO. OF BEDROOMS U OWNER . rvc I PERMIT DATE: 71A S 105 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet i within 300 feet of leaching facility) Feet FURNISHED BY L�1 ' I A 40 ? A -3 : �r v 6 4 A � 1 � _�- Town of Barnstable R 16 Board of Health 39� ,0 ° 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,RS. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. cemx , Mr. Daniel Ojala 92 Downcape Engineering 939 Main Street Yarmouthport, MA RE: 1545 Route 132/Joseph Keller A= 253-015 Proposed Office Building- Former Country Lake Lodge - j Dear Mr. Ojala, You are granted permission on behalf of your client, Joseph Keller, to construct and utilize an innovative/alternative (I/A) nitrogen reduction system at 1545 Route 132, Hyannis, Massachusetts. This permission is granted with the following conditions: (1) The system shall be installed in strict accordance with the engineered plans dated revised March 23, 2005. (2) The designing engineer shall supervise the. construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans revised dated March 23, 2005. (3) The wastewater influent and effluent shall be tested monthly for the first two years of operation, then quarterly thereafter. (4) The influent and effluent shall be tested for the following parameters: pH, influent BOD5, effluent CBOD, TSS, alkalinity, and TN. r (5) The effluent shall be the following concentration limit for nitrogen: 19 mg/liter. Oj alaIAS ystemApproval j (6) After two years of operation (sometime in 2007) the applicant shall appear before the Board of Health during a public meeting to present the results of the influent and effluent testing. (7) The applicant shall submit a copy of the signed two-year Operation and Maintenance Agreement (O&M) between the contractor and the property owner to the Board of Health. The engineer or O& M contractor shall conduct inspections to the I/A system a minimum of twice yearly. This permission is granted because the proposed plan appears to meet all of the provisions of the State. Environmental Code, Title 5 and all of the Town of Barnstable Board of Health Regulations. Since ely yours, Way Miller, M.D. Chai an OjalaIASyste iApproval Of t t1F Tp\\ DATE: /P O FEE: l 7 MASS. O/� REC. BY Town of Barnstable SCHED. DATE: Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-86?-4644 Susan G.Rask R.S. F.�.t: 508-790-6304 Sumner Kaufman.M.S.P.H. Wayne A.Miller,M.D. 1A AnON1Tnav< J;nJ,N ? 'LA" j1_Ev1t-1Q REQUEST FORM LOCATION Property Address: S`I 5 TZT I'3'L li`r ANN\5 Assessors,Vtap and Parcel Number: A Size of Lot: 41410 1rL 5 F 2 ?-o6 R e Wetlands\1'ithin 300 Ft. Yes ✓ Business Name: F'0.0f05ED DE�/EW('z`^�f Fd 'O�1 F E 06E- No Subdivision Name: cr+ APPLICAiy"T'SNANTE: Jose-0Ii P. Phone 508- Did Late owner of he propern authorize ou to represent him or her? Yes ✓ No � Co vo PROPERTY OWNER'S NAME CONTACT PERSON Ln W � Name: _ T o5-I,h P. 141�-� Name: R`t3 C_ JVXA)N S?ltFFT N Address: O ST*-'-% wL..0 I M4 6-t-6-7 Address: Phone: Phone: VARIANCE FROM REGUL ATIO\(Lise Res.) REASON FOR VARIANCE(May attach if more space needed) I JA 1A oN\TpWL\NC- Pl.l,N ) T>L. " j�-rrV�E W eNt�{ NATURE OF WORK House Addition u ????? House Renovation 0 Repair of Failed Septic S}stem Checklist (to be completed btu office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. Fcur -)conies of.he 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 he notified by certified mail at least ten days prior to meeting date at applicant's expense i (10r ':1;i. `, and or Incal sewage r_eu!ation variances onk Full menu submitted(for grease trap variance requests only) -• ,=:= 3rd Battings\•3ecoi:.ik\Loca1 Settings\Temporary Internet Fi1es\0LK311VARIREQ.CCC 03/29/2006 WED 15- 45 FAX 781 659 $103 CALLAHAN\HOFFHAN f�O01/O04 03/23/06 04:00P P.001 - T - a W sW CL Stephen B.Nelson,LLC d/b/a Clearwater Recovery 175 Spring Street N O Rockland,MA 02370-2647 d phone-(781)878-3849 fax—(781)871-4918 o o U. a � www.ClearwaterRecovery.com OPERATIONS CONTRACT Agreement is made this day,March 20,2006,by and between: 0 z Lakeside Center,LLC—Joseph P Keller,manager ("Owner") 1z c/o Keller Company,Inc. U- 683 C Main Street,Osterville,MA 02655 0 g � and Stephen B.Nelson,LLC d/b/a Clearwater Recovery,a limited liability company organized under the laws of the Commonwealth of Massachusetts,having a principle place of business at 175 Spring Street Rockland,MA 02370 ("Operator") Agree as follows: 1_ Term:For a period of two years from this date,the Operator shall operate and maintain the "Amphidrome"_on-site wastewater treatment system located at: 1545 lyannough Road(Rte 132) ("ProperyI Hyannis,MA 02601-1840 2. Operator's Obli tions: Operator shall perform regularly scheduled maintenance and preventive maintenance as follows: Item O&M Rcauired A. Primary Compartment General inspection twice per year, inspect depth of sludge and scum layer annually, recommend pumping, when necessary- B. Amphidrome Treatment Systems inspect twice per year Record operation`dun"tames. C. Controls Inspect twice per year. D. Effluent Quality Field test twice per year for clarity, suspended solids and odor. Sample and report laboratory results,as required by Barnstable Board of 1-Iealth (approved Dec 30,2003)— Monthly first two years,then quarterly thereafter for the following parameters Effluent—CROD,TSS,pH,TN,alkalinity Influent - BODS,TSS,pH,TN,alkalinity Effluent nitrogen limit—19 mg/1 The local approving authority may approve additional requirements. 03/29/2006 WED 15: 46 FAX 781 659 8103 CALLAHAN\HOFFMAN 12002/004 03/29/06 04;00P P.002 If inspection and effluent testing indicate failure to meet effluent limits, the Operator shall conduct a full evaluation within 30 days and submit a report to the owner and die local approving authority. The evaluation report shall include details of the problem and recommendations for system repairs. Operator shall submit an operational report to Owner and to the Board of Health Operator shall submit a summary report of system performance to the Massachusetts Department of Environmental Protection,as required by law. The report shall include an operation and maintenance summary and analysis of water quality sampling. 3. S stem Alarm or System Failure: If a system alarm occurs or if the system fails,Owner shall immediately notify Operator,who shall notify Board of Health within 24 hours. Operator will investigate appropriate corrective actions. 4. Fees: Fees are listed as follows: Regular operation and maintenance,as outlined in Section 2(A,B,C) above - $ included Section 2(D) above $ 380.00 per activity Corrective actions by Operator - $ 68.00 per hour (plus cost of parts,materials,subcontractors) Corrective actions or corrective maintenance repair work may be arranged at costs to be determined by mutual agreement of both parties to this contract. 5. Payment Due upon Receipt of Invoice:Invoices shall be provided to client at service intervals by Operator_ Client agrees to pay all invoices upon receipt_ Unpaid invoices shall bear interest at the rate of 1.5%after thirty(30)days. Owner agrees to pay all cost of collection incurred by Operator for unpaid invoices including but not limited to reasonable attorney's fees and costs of litigation and collection.This obligation shall survive the termination of this Agreement. 6. Assieoment by Operator. The parties expressly agree that the Operator may assign itv rights and obligations under this Agreement,in which case the Owner shall look solely to the assignee for performance of this Agreement and the Operator shall thereafter be released from any obligation and/or duty as set forth herein. 7. Assignment byS}wner. Owner may,with the prior written permission of Operator,assign its rights,but not its obligations,to any future purchaser of the Property. No other assignments by Owner are permissible. 8. indemnification: Owner shall indemnify,defend,save and hold harmless Operator,its officers,agents, members,directors,agents,employees,and attorneys from any claim,injury,damage,demand or action arising out of Owner's breach of this Agreement and/or its ownership and/or control of the Property. 9. Entire Agreement: This Agreement embodies the entire agreement and understanding between the parties hereto with respect to the subject matter hereof and supersedes all prior oral or written agreements and understandings relating to the subject matter hereof.No statement;representation,warranty,covenant or agreement of any kind not expressly set forth in this Agreement shall affect,or be used to interpret,change or restrict,the express terms and provisions of this Agreement 10. Amendment: The terms and provisions of this Agreement may be modified or amended only by written agreement executed by the parties hereto. 2 03/29/2006 WED 15: 46 FAX 781 659 8103 CALLAHAN\HOFFMAN U003/004 03/29/06 04:00P P.003 1 l_ Waiver: Operator's action in not enforcing a breach of any part of this Agreement shall not prevent it from enforcing its rights as to any other breaches of this Agrccmcnt that Operator later discovers. 12. Binding,upo2 Successors: This Agreement shall be binding upon and shall inure to the benefit of the parties hereto and their respective heirs,representatives,successors and assigns. 13. Choice of Law/Choice of Forum/Consent to Jurisdiction.etc.: This Agreement and the rights and obligations of the parties hereunder shall be construed in accordance with and governed by the law of the Commonwealth of Massachusetts,without giving effect to the conflict of law principles thereof.The patties agree that any action,challenge to the validity or interpretation of this Agreement,demand,claim or counterclaim relating to the terms and provisions of this Agreement,or its breach,shall be commenced in Massachusetts. The parties irrevocably submit to the exclusive jurisdiction of any state or federal court sitting in the Commonwealth of Massachusetts in any action or proceeding arising out of or relating to this Agreement and agree that all claims in respect of the action or proceeding may be heard and determined in any such court,and agree not to bring any action or proceeding arising out of or relating to this Agreement, in any other court or to contest the j urisdiction(in rem or in personam)or power or decision of such court over or pertaining to the party or with respect to the subject matter in any other court,within or without the United States.The parties irrevocably consent to the service of process of any of the aforementioned courts in any such action or proceeding by the mailing of copies thereof by certified mail,postage prepaid,to their addresses_The parties irrevocably waive any defense of inconvenient forum to the maintenance of any such action or proceeding so brought The parties irrevocably waive the right to raise any issue or defense relating to lack of contacts with Massachusetts for purposes of governing law.The parties further acknowledge and agree that venue in any such action or proceeding so brought shall exclusively lie in Massachusetts and the parties hereby further agree that any such action or proceeding shall be resolved by a judge alone,and hereby waive and forever renounce the right to a trial before a civil jury_ 14. SeverabiliW: The parties intend this Agreement to be enforced as written.However,if any portion or provision of this Agreement shall to any extent be declared illegal or unenforceable by a duly authorized court having jurisdiction,then the remainder of this Agreement,so long as it can be carved out as contemplated by the parties,or the application of such portion or provision in circumstances other than those as to which it is so declared illegal or unenforceable,shall not be affected thereby,and each portion and provision of this Agreement shall be valid and enforceable to the fullest extent permitted by law. is. Captions:The headings and captions of the various subdivisions of this Agreement are for convenience of reference only and shall in no way modify,or affect the meaning or construction of any of the terms or provisions hereof_ 16. Equal Participation in Proparing this Agreement:The Patties expressly agree that they participated equally in the crafting of this Agreement and hereby stipulate and agree that any ambiguity found in the document shall not be construed against one party and in favor of another. 17. Renewal: The term of this agreement shall commence on March 20,2006 and shall terminate on March 19, 2008, This Agreement between the parties,without further action by the parties,shall extend for successive consecutive two-year periods. Intent to terminate this Agreement upon the expiration of the two-year period may only be made by written notice at least sixty(60)days prior to the expiration date of this Agreement. 18_ Survival of Termination: All rights and obligations of the parties pursuant to this Agreement shall survive its termination_ 19. THE PARTIES HERETO EXPRESSLY STATE AND AGREE THAT THEY HAVE HAD A REASONABLE PERIOD SUFFICIENT TO STUDY,UNDERSTAND AND CONSIDER THIS AGREEMENT.THAT THEY HAVE HAD AN OPPORTUNITY TO CONSULT WITH COUNSEL OF HIS CHOICE,THAT THEY HAVE READ TFIIS AGREEMENT AND UNDERSTAND ALL OF ITS TERMS,THAT THEY ARE ENTERING INTO AND SIGNING THIS AGREEMENT KNOWINGLY 3 03/29/2006 WED 15: 46 FAX 781 659 $103 CALLAHAN\HOFFMAN 2004/004 09/29/06 04:OOP P.004 AND VOLUNTARILY AND THAT IN DOING SO THEY ARE NOT RELYTNG UPON ANY STATEMENTS OR REPRESENTATIONS BY OPERATOR OR ITS AGENTS. EXECUTED AS OF THE DATE FIRST ABOVE WRITTEN. OPERATOR: OWNER: STEPHEN B_NELSON,LLC Joseph P Kellar,manager D/B/A CLEARWATER RECOVERY Lakeside Center,LLC By: Stephen B.Nelson,Member Name: Scott�LPrioir Duly authori7.ed Title: Owner's Representative Duly authorized 4 e0000eor • � N�.! Entered Fee THE COMMONWEALTH OF MASSACHUSE in computer: PUBLIC HEALTH D1��SION -TOWN OF BARNLSTABL 'i "�''jASSACHUSETTS Yes r Application for nigozar *pztem Cong;truitfon' Permit Application for a Permit to Construct( )Repair( )Upgrade( )Aban o ) O Complete System El Individual Components Location Address or Lot No. f 1� �� Own is Name,Address and Tel.No. `,� 1 C�g3 G Assessor's Map/Parcel O�S?� / f � S&L.L�L CO, M Installer's Nam ,Address,and Tel.No. Designer's Name,Address and Tel.No. 36a— y5LI I 5081� 1- 7�1C'� 9 . mq�� 5 M,1. © Z '75 Type of Building: C6�rzc«CQ 2D CAL � 7—Dwelling No. of Bedrooms L Lot Size_—sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 2573 031 gallons per day. Calculated daily flow ZS °-� gallons. Plan Date — 3t'3 Lo S Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil S�� 00_e,ti� q S �s� Nature of Repairs or Alterations(Answer when applicable) Abl,&t/ Date last inspected: YAgreement: 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 issue this f alth. Signed Date / d Application Approved by Date Application Disapproved for the following reasons ——Permit No. 17(1S SS 7 Date Issued - iR/'' y% �,� ,3ay'i7`�' —•. { <$4.,t�lt--, - -.^y� .. ��.- f` 0ri ;( `t t Fee 9 __T i THE Ct II�IONINEALTH"OF�S ACHUS�ETtS� Entered in computer; j Ir, r x. _ a a '` , _ , if \Yes PUBLIC HEALTH Lei ON - TOWWOF BAR S,�81_ s 1AS*i'ACHUSET{TS ,S 0[pprie�ation for Digpogai *pgtem ,CCon5tructio Perinliti'L". " Application for a'Permit to Construct( )Repair( )Upgrade( )Abandotr(' ) O Complete System ❑Individual Components Location Address or Lot No. ' j — Ow er's Name, ddress and Tel.No. D .Y L L Assessor's Map/Parcel Installer's N Address,and Tel.No. Designer's Name,Address and Tel.No. B 3OZ— 45 4 i 5 5'0 w IA;t 4 A4-t- z CAI � s�9/1,71- 7'5(/D q 3q' rnA,,✓ ` /� Z ©uti- 0�-r (rl�t. Z ( 7 S' Type of Building: 0,10th/E't`t-2 C�A ; +� Dwelling No.of Bedrooms OV071' t Lot Size Z sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons si ¢ Showers( ) Cafeteria(, ) *; Other Fixtures Q y Design Flow 2J`-3 O 6` g 3 gallons� er day. Calculated daily flow � gallons. x `• Plan Date 05 Number of sheets —Revision Date Title Size of Septic Tank / `Type of S.A.S. p Description,of Soil'''' ��� ti� G L'►S F� l s' Nature of,Repairs or Alterations(Answer when applicable) %l/ t/ y-57-r77 y Date last inspected: a' ''Akreement: r • 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 issuted by thjs,Board of Health.o Signed / ".�.°�1 _ (�P/crr_.��- rz�..r Date Application Approved by / v Date Application Disapproved for the following reasons Permit No. atz®D'S -�-+'S? Date Isgued ' ———— I—————————————————————— . THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS . Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(i )Repaired ( )Upgraded ( + ) Abandoned( )by -� at /5 ¢s r has been constructe rd.in acco_rdance with the provisi s�o itle S an�lie for Disposal System Construction Permit o. Cal c^ S� dated Installer �/ Designer a.u.+ . 6, ��J= The issuance of thisJ�exmitYsh 1 no.t.be.contrued as a guarantee that theDsyste, will functionn as des., ned.Date i'21 J '._-�� InspectorL/r✓ �; < "�'"ip y --ram--- ---—---------------------------�•-- _ No. Fee J _THE COMMONWEALTH OF MASSACHUSETTS t PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS _ Migpaar *pztem CCongtruction Permit Permission is hereby'granted t Construct( -TRepair( 'Upgra#( )Abandon( ) System located at �- and as described i Pthe above,Application for Disposal System Construction Permit. The appli6anv6ecognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Consiructi,n must be completed within three years of the date of tk}is ermit. / I bate:_,_ °�(� U� Approved Eby 1"d—, f . TOWN OF BARNSTABLE LOCATION /5 4` SEWAGE# 05-35 7 41 VILLAGE' ASSESSOR'S MAP&PARCEL AR Jr 3 -P 5' INSTALLERS NAME&PHONE NO. ., ...��...�, . fe2a, , g_77/— 74/6) SEPTIC TANK CAPACITY 0-000 o ,�'06 1 LEACHING FACILITY:(type) Q_ hl pjjl'1 nR 0 M (size) 30, ln0 = 190 *A NO.OF BEDROOMS p OWNER gato .- PERMIT DATE: Wag /0_5 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY A-! 4-A A--3 : 39 L3-3 A 4 �01 X/07T Town of Bairnsta k Reguulla t®ry Services O O Thomas F. Geiler,Director a ■ARNSfABITs, Public Health Division zbg9. i� �c ° 'Thomas Mclean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certificatio o _ Date: NO Sewage Permit# Assessor's Map\Parcel Designer: _J>^N16-1_ (a)AI-A TG,0-5 Installer: A`7SV6ht-J CE C-ON� &VcTION Address: -�bW Ne '�GV�1cb�-�t�G, ►�f(. Address: 012A yAa&vV-j-ii&TYA On was issued a j ermit to install a (date) (installer) &,;�v,GL septic system at # 15LA5 IZT' 1z,2��y,4NN r2�) based on a design drawn by (address) �OW1�1 Cq('E"CNG.VJ�Y�W(r AItNG OJT P%_�J>C- dated "�''�� ('ev.Th►�10- 'OS / (designer) ✓ I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. 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. ��jH OF MgSq. H OF kfgSSgo DANIELA. � °y o� DANIEL �p � � � (Installer's Signature) OJALA 0 A. U CIVIL m OJALA Cn o No.46502 �No.,40980P G/sTEr ke,qNp SURVEY� I (Designer's Signature) igner's Stam ) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc 20'ff AFC -5i. c,: 5 7 1 I a/f 1 TH1 SOIL EVALUATOR: DANIEL A. OJALA PLS, SE TH2 SOIL EVALUATOR: DANIEL A. OJALA PLS, SE BOH: DONALD DESMARIS. RS / I I BOH: p REIDD LLIS. E LI RS / 1 I E7(CV. REID EWS. EWS BROS. ROD EWS. F111S BROS. DATE: !sue I ( DATE 5-10—OS DATE: 5-10-05 \ I EL 54.0 O EL 53.0 O A HORIZON \ _ \ I LOAMY SAND LOAMY SAND \ vnavogo / ` I 10YR 3/2 4" 10YR 3/2 4" `�oviawcc I �� y\ AW my Esc 4 `\ 1 i 1 B HORIZON B HORIZON SM WARS1 i 1 , t LOAMY SAND LOAMY SAND • L ,—�\ - 1 1 1 ! , 10YR 5/8 tOYR 6/6 1! ! 10% COBBLES 5% COBBLES EL 51.0 36" EL34" 50.2 AAA / ^ Cl HORIZON Cl HORIZON Lf COARSE SAND BOTTOM PERC AT 48" MEDIUM/COARSE SAND I// 2.SY 6/6 24 GAL GONE IN 3:45 2.5Y 6/6 /R�/,� Cl IERC RATE: <2MIN/IN. BOTTOM PERC AT 50" z w,izA x 24 GAL GONE IN 5:31 Cl PERC RATE: <2MIN/IN. Ca STRUCT Es t / $ wvs soJ EL 43.7 123" EL 42.0 132" +0 ,�/ 1 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED I1 `� N// / - NOTE: POND ELEV. 33.4 12/17/04 �' 1 It TEST HOLE LOGS I 7 - .aa BRI c ♦ \ w 4s9 ••uWrmn 1 \ 01 DER wE say \ 5p ... DB 46W CAL 0 \ \\ f \ •v...c vrr I I I ` PRO ED 0171C BUILDING Q.Q1y�Q� 1 17. SF iLOOR`61A�`ELE�/ATgN 50.0 TEST HOLE LOCATION SKETCH f ���� DANIEL tiG��, DETAIL SHEET 5 A. % TO ACCOMPANY 20 0 20 40 60 Feet OJALA 40980 SITE PLAN SCALE 1"�20' - CA F S \ Pam' #1545 RT. 132 %� OFFICE BUILDING HYANNIS, MA SCALE 1" =20' DATE 3-3-05 CjOWn COPe engineering, inc. REVISED: 3-23-05 (SPR COMMENTS) CIVIL ENGINEERS REVISED: 5-10-05 (TEST HOLE LOGS- SHEET 10) LAND SURVEYORS 1 939 Main Street - YARAIOU7HPORT, MASS. ©mm aFE J SHEET 10 m-nz Il JOB # 03-172 0 M 80 ztk 0 yB ' I N 4%0> y � se?yam, ��j9� �io, 'yqr � ems• .00. F O r �a r MAP 253 PCL 16 11555 N/F BARRY, HENRY M JR & CLARK, R ) TRS THE CAPEWAY REALTY TRUST J 23 TRADERS LN W YARMOUTH, MA 02673 DB 13444/ 205 36' X 50' LEACH FIELD 1800 SF = 1332 GPD ro 10 9' 6) 2" PVC Laterals M.H.B. 1nv4896 EPLP 13 7' FND In v.48.85 +_ In v.46..67 In v 48.89 -j -._ In v.48.55 VENT •tea In v 48 85 -° -w • f 4p Manifold •—. -. -. ` Inv.48.52 Inv 48.96 2.0 0 w._ In v.46..47 In v.48.94 0.25 0CF1 A D C _�•I In v.48.58 3" Force Main 1/4" Orifice with shield (TYP.) Inv.48..85 4" Vei't Pipe 13.3, III I II I I00X R ARFA I I MAP 253 L PCL 15 # 1545 84,699 SF UPLAND I 11,397 SF WETLAND I 96,096 SF TOTAL I o� (2.206 AC.*) I C.B. FND. TOP BROKEN a CLEARWA TER TEST RESUL TS: 3121106 I DISPL S 79.43.33-E 0.66 RA TE OF FLC,Y.- 95' RESIDUAL HEAD (SQUIRT HEIGHT) PUMP #1- 4.54' I RESIDUAL HEAD (SQUIRT HEIGHT) PUMP #2- 4.44' MAP I I 53 PCL 1 2 I / 1539 N/F ' NOVICK, RICHARD & KELLER, JOSEPH P TRS BRISLANE REALTY TRUST 4Via. Amphidrome l/A system el 101 DERBY ST Backwash invert 46.6 HINGHAM, MA 02043 Top of Manhole el. 49.3 $ a DB 10590/ 041 In v. 44.09 „�� $ No ►�„ y/ n ` 0 rb Sep tic Tank Top El=47.0 m i In v. 45.82 O O ?O "' O Valve Pit Sump el. 42.4 qs Building sewer �� CONTROL S�(i,Y�Cij�T SHED / 6 s joy Final Clori6er/Pump Chamber �o Duplex recycle pumps & Duplex Effluent Pumps Hatches to grade Inv. in 43.41 Inv. out 48.20 SEPTIC SYSTEM ASBUILT 1545 IYANOUGH ROAD, (HYANNIS) BARNSTABLE, MA Scale:1"= 30' LOCATION ASH of "�jH of MAs ?�� ss�o �` DANIELA. ctio 0 15 30 45 60 75 FEET 11111 DATE 4-03-2006 o DANIEL yGN �� OJALA A. U C PREPARED FOR: � saesoB�-9aeo OJALA y .465 2 N q No. 091�0 p �� down cape er�gineer*W, inc. �o ° ��-S �� �' JOSEPH P. KELLER CIVIL ENGINEERS - I l J q�'�SLtRtlEO �N LAND SURVEYORS ----- ----- _ ------- ese main et. Yarmouth, ma DATE REG. LAND SURVEYOR 03-127 Septic Asbuilt2.dwg (JVB) 1 , � I 1 TH1 SOIL EVALUATOR: DANIEL A. OJALA PLS, SE TH2 SOIL EVALUATOR: DANIEL A. OJALA PLS. SE BOH: DONALD DESMARIS, RS BOH: DONALD DESMARIS. RS / , 1 EXCV. REID EWS, EWS BROS. EXCV. REID EWS• EWS BROS. DATE 5-10-05 DATE 5-10-05 1 EL 54-0 A HORIZON 0 d' 53'0 A HORIZON 0- �j LOAMY SAND LOAMY SAND \ DR.VZE / ` 10YR 3/2 4' IOYR 3/2 4' 3 � o,uv✓�E �rwm wrs —��AM aTRenass ' `1 I i 1 B HORIZON B HORIZON LOAMY SAND LOAMY SAND • L_� i--� I s„ I 1 ! ! tOYR 5/8 10YR 6/6 ;1 ! 10% COBBLES 5% COBBLES EL 51.0 3B' EL 34' 50.2 � !/ ! ,ate AWA >/lI I I COARSE i.l �r 1/�\ 1 / ^ /I/A) 1 Cl HORIZON ZSAND MEDIUM/COARSE M/C HORIZON SAND • L I I !//� 2.5Y 6/6 BOTTOM PERC AT - 24 GAL GONE IN 3:4U:45 2.5Y 6/6 ClERC RATE: G2MIN/IN BOTTOM PERC AT 50' �! / . 24 GAL GONE IN 5:31 �_ m x ��� �a III/I�I/ Cl PERC RATE: <2MIN IN. - � \ I I T TI T T, ��)y.1 - op suCnarFs to I re.'s 4&0 I EL 43.7 123' EL 42.0 132' T I / / //I NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED '• 1 \ I T 11 T. /�/ \,� \ 1 I I NOTE: POND ELEV. 33.4 12/17/04 4513 '" 1 .>,.� !'b I T T T 4 I ////// , 4Sg I/a''a' 1 4 1 l 1 �l `�///// as I TBDUOTEST HOLE LOGS \ w•aa •' I \ ;�\ 01 DERS Er ' DB 1oawm� •w'a VA yys1IE6 •'�}. // // PROPOFRC"UILDING 1 RRtR(SIABT 17. SF , ,d\ TEST HOLE LOCanON SKETCH DANIEL ��\ DETAIL SHEET 5 A. cn TO ACCOMPANY 20 0 zo w 60 Feet OJALA 40980 SITE PLAN 94 1 �A s�� P�1i qN0 R`1 #1545 RT. 132 OFFICE BUILDING HYANNIS, MA >W- SCALE 1' =20' DATE : 3-3-05 down cape el7gineering, Inc. REVISED: 3-23-05 (SPR COMMENTS) C/WL ENGINEERS REVISED: 5-10-05 (TEST HOLE LOGS- SHEET TO) LAND SURVEYORS 939 Moin Street - YARA40UTHRORT, MASS ©anae oa 9 SHEET 10 JOB 03-172 t i 1 1 - ,I THi SOIL EVALUATOR: DANIEL A OJALA PLS, SE TH2 SOIL EVALUATOR: DANIEL A OJALA PLS, SE 1 BOH: DONALD DESMARIS. RS 80H: DONALD DESMARIS, RS EXCV. REID ELUS, EWS BROS. EXCV. REID EWS. EWS BROS. DATE: 5-10-05 DATE: 5-10-05 o \\ 1 EL 54.0 0' - EL 53.0 0• A HORIZON A HORIZON 3 nauvosm / 1 ` 1 f LOAMY SAND LOAMY SAND 00.ea,e c„s 1 ) 1 10YR 3/2 4_ 10YR 3/2 4. = ( \I I — �/ f B HORIZON B HORIZON t f LOAMY SAND LOAMY SAND • L—� i—�� ! I I i IOYR 5/6 - 10YR 6/6 10% COBBLES 5X COBBLES EL 51.0 36" EL 50.2 34" ' ( Cl HORIZON Cl HORIZON COARSE SAND MEDIUM/COARSE SAND JJ BOTTOM PERC AT 4e" • L i I / �V 2 2.5Y 6/6 24 GAL GONE IN — .5Y 6/6 PERC RATE: <2MIN/IN. BOTTOM PERC AT 50" Cl \ \ W x 50'LFia,�i0� �\y /�r Q � 24 GAL GONE IN 5:31 It Cl PERC RATE: <2MIN/IN. \ !! I T 11 T tl �I wv.5 1.�.s.7- EL 43.7 EL 42.0 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED NOTE: POND ELEV. 33.4 12/17/04 �8ow or TEST HOLE LOGS 4 q/ ,. SR De Rl \ VA Snn6 GAL \ \ f � •wLve Ar 1 / \PrRO ED OFRCE\6UILDINC �� ?•a N I 95.32�Sc t FFUR(Su6T �y.� aby,N II 8888 SF 1 Rx 17. SIF -6L�Sao / rr_�FA W TEST HOLE LOCATION SKETCH EL s�,. DETAIL SHEET 5 20 0 20 40 60 Feet OJALA TO ACCOMPANY SCALE ,'_20' _j _ \A 40980 P\, SITE PLAN ' 1 F g^� #1545 RT. 132 , - G OFFICE BUILDING HYANNIS, NU 508 3U_98M SCALE 1" =20' DATE : 3-3-05 dyown cape engineering, inc. REVISED: 3-23-05 (SPR COMMENTS) I� C/NL ENGINEERS REVISED: 5-10-05 (TES HOLE LOGS- SHEET 10) VLAND SURVEYORS 939 Main Street — YARMOUTHPORT, MASS. - ' ©2M a¢ SHEET 10 oi-m i JOB /t=03-172 1 00 Q 00 V W O V N '- . -p O O 00 CM sffrr R_ _Eig) VE (OF M. IENrIF IFEANS c 3 3 (Site of existing Country Lake Lodge _ v # 1545 Route 132 - 0 ® Hyannis, MA 02601 ) m p t ou dud g Ro Rt'71 M_ _ _A_ 0260-1 , 913 2 HyeunnEsq ft ' '0- S ' DEVELOPMENT PLANS - #154 OFFICE BUILDING RT 6— MID—CAPE HWY #1545 Iyanough Road (Rt. 132) Hyahais, MA 02601 EXIT 6 DATE : 03/03/05 REVISED: 03/23/05 (SPR COMMENTS) REVISED: 06/15/05 (CCC COMMENTS) REVISED: 07/11/05 (MISC. NOTES) APPLICAM`r JOSEPH P. KELLER 843 C MAIN STREET 2 O STERVILLE, MA 02655 PH. 1-508-428-4323 ARCHITECTS: BROWN LINDQUIST FENUCCIO & RABER SHALLOW 203 WILLOW STREET SUITE A (� LOCUS SHEET 1LISTING YARMOUTHPORT, MA 02675 PH. 1-508-362-8382 1. COVER SHEET FAX 1-508-362-2828 POND 2. EXISTING CONDITIONS PLAN CIVIL ENGINEERING: DOWN CAPE ENGINEEhING, INC. 3. SITE LAYOUT AND LANDSCAPE PLAN ARNE H. OJALA PLS, PE 4. SITE UTILITIES AND GRADING PLAN DANIEL A. OJALA PLS►, EIT W EQ. 5. SITE DETAIL SHEET NO.1 LAKE 939 MAIN STREET 6. SITE DETAIL SHEET NO.2 YARMOUTHPORT, MA 02675 7. SITE DETAIL SHEET NO.3 PH. 1-508-362-4541 8. SITE DETAIL SHEET NO.4 F FAX 1-508-362-9880 LOCUS Mgsc �jN OFrgSs H. o< ARNE �� t�a qo A H. 9cyG� LEGAL: PATRICK M. BUTLER ES m SCALE: 1 " = 1000' �� OJALA N CIV No. 26348P 3 0 NUTTER McCLENNEN & ISH LLP £Ss�° �°,ST�� G,��w P.O.BOX 1630 v EN MAP 253 PCL 15 TOTAL AREA: 96,092 SFf, 2.206 AC.f °"A` # 1545 IYANOUGH ROAD (RT. 132), HYANNIS, MA 02601 7////G HYANNIS MA 02601 ©2005 DCE J3-1PH. 1-508-790-5407 7 FAX: 1-508-771-8079 JOB ET 1 o F 8 2 M.H.B. RT 6- MID-CAPE HWY EPLP EXIT FND O 6 WY`���s /Q ek/STiNC p \ \ 2S\ Tele.68'\ T0 Riser \ \ \ rl?y& / FNr �� SHALLo 29 p LOCUS R / POND utility / 2�gTF y LAKE a Poles /� S, 0' /G Signs o��oi/r 'VIb jh2ygY I Tele. , �y0� LOCUS S MAP / S Riser \ SCALE: 1" = 2000' \ 62, J ' \ 733�36' /// // /'� / MAP 253 PCL 15 TOTAL AREA: 96,092 SFf, 2.206 AC.f 0 / / �` # 1545 IYANOUGH ROAD (RT. 132), HYANNIS, MA 02601 / Dr 1n Pipe/ NOTE: PROPERTY IS IN THE CENTERVILLE-OSTERVILLE FIRE DISTRICT ZONING DISTRICTS: HB, RD-1 \ `^ ° \ / OVERLAY DISTRICTS: WP, RPOD ' \o Cover \ \ HB BULK REGULATIONS: LOT AREA: 40,000 SF ss / FRONTAGE: 20' WIDTH: 160' Brick Plan ter s• l / 1 & Sign \\ SETBACKS- SIDE: 1000 M OOFF3RT. 132 SUM REAR: 20' RD 1 , RPOD DISTRICT BULK REGULATIONS r;Flag tea!= LOT AREA: 87,120 SF (RPOD) / Pole FRONTAGE: 20' WIDTH: 125' SETBACKS: FRONT: 100' OFF RT. 132 SIDE: 10' REAR: 15' Elec. o 25.D LEGEND OWNER: / 1 Meter b CO BROOK VALLEY REALTY TRUST -55- EXISTING CONTOUR EDWARD T. STAFFORD JR. TR. / l /-j c°' ` �' 'Woof 1 --1 — EXIST. SPOT ELEV. 1545 ROUTE 132 HYANNIS, MA 02601 CEMENT BOUND DEED BOOK 17100 PAGE 301 REF. PB 379 PG 4 UTILITY POLE PB 155 PG 37 r FIRE HYDRANT PB 438 PG 32 FIRE DISTRICT: C.O.M.M. MAP 53 PCL 16 / // f / I EXISTING LIGHT 1555 �\� I APPLICANT: JOSEPH P. KELLER N/F Y HENRY M JR CLARK, R / \ I to o /� , �� EX STING POST LIGHT 843 C MAIN STREET TRS T E C REALTY/ TRUST / \ I �- -� r OSTERVILLE, MA 02655 23 T ADERS LN �/ \ \ I / O EXISTING CATCH BASIN PH. 1 -508-428-4323 W Y RMOUTH, MA 02673/n- 1 44/ 2 5 ,/ o 1 I I // / // /r D WETLAND FLAG j z \ / rH / Q) y ! / J Y / hDl / / //�/ NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING �\ It a I \ EXISTING LOT COVERAGE. / Z ",, ' f / AB' 253 BUILDING COVERAGE: 6,319 SF 7.5% \\ // / I / L. ' �2 PAVEMENT: 15,624 SF 18.5% \ one �'o/ ! / / , ? ��j39 WALKS/PATIOS: 4,982 SF 5.9% / ` TOTAL : 26,925 SF 31.8% NATURAL STATE: 30,081 SF 35.5% w EXISTING USE: 20 UNIT MOTEL + 3 BEDROOM OFFICE/MGR. QUARTERS \ \ I f DIBP Ft .1413' �rd 8F.0l � N GROSS FLOOR AREA: 8,522 SF NOT INCL. SHED OR POOL �.� � / >' �� GENERAL NOTES. (NOTES APPLY TO ALL SHEETS) 1 \ tl W I I ' / / / / /I 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS �� \ `) / i I APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE \ \\ \\ , /f J l l / / (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. It // / 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. \ C \ ° '� // / / I ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. \ \\ k U, AND BARNSTABLE HEALTH REGULATIONS. t IHZ I / / I N F 3. VERTICAL DATUM IS NGVD29 ASSUMED FROM TOWN G.I.S. DATA OVICK, RICHARD & ELLI 4. ALL ROOF RUNOFF TO BE PIPED TO DRAINAGE SYSTEM. COORDINATE DOWNSPOUT LOCATIONS / WITH ARCHITECT. ROOF DRAINS VOSCH40 PVC AT 1% MIN. PITCH TO DRYWELLS/DRAINAGE S BRISLANE R LTY \�° �01 DERBY ST 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 UNLESS NOTED. hINGHAM, MA 020 3 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO \ \ 1 I \ DB 105 0/ 0 1 BE USED FOR PROPERTY LINE STAKING. \ \ 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. PROVIDE VEGETATED SWALES IN PERIMETER AS REQUIRED TO ENSURE RUNOFF IS RETAINED. 8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. JUTE NETTING ON ALL SLOPES >10%. 9. ALL SEPTIC PIPING 4"oSCH40 PVC AT 1% MIN. UNLESS NOTED. 10. SEPTIC COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT \ \ \ UA / / / / INSPECTION BY OWNERS ENGINEER AND PERMISSION OBTAINED. 11. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. 12. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, OR NEIGHBORING PREMISES. 13. TOPOGRAPHY AND DETAIL LOCATION FROM FIELD SURVEY BY DOWN CAPE ENGINEERING 1/05. ABUTTING BUILDINGS FROM G.I.S. DATA- APPROXIMATE 14. ALL FILL AREAS ARE TO BE CLEARED AND GRUBBED, WITH TOP AND SUBSOIL REMOVED I PRIOR TO FILL PLACEMENT. ALL FILL TO BE CLEAN STRUCTURAL FILL COMPACTED IN 6" \ \ \\ \ \ \ I I ( LIFTS TO 95% MODIFIED PROCTOR MAX. DENSITY. AREAS UNDER BUILDINGS TO BE MONITORED AND INSPECTED BY FOUNDATION ENGINEER. 48 HR. NOTICE REQUIRED. O\� I 15. FIRE SPRINKLER SYSTEM TO BE INSTALLED IN BUILDING. FIRE CONNECTION AND / 47 ` \ \ \S> ` ENGINEERED PLANS (BY OTHERS) REQUIRED TO CODE. COORDINATE LINE W/WATER CO. 16. ALL PROPOSED PAVEMENT TO BE FINISHED WITH CAPE COD BERM 12" X 3" PLACED INTEGRAL WITH BASE AND TOP COATS OF ASPHALT. \ \ \ ) \ 17. GRADE ALL LAWN AREAS TO PROVIDE POSITIVE PITCH AWAY FROM BUILDINGS TO DRAINS WASHED STONE FRENCH DRAINS BETWEEN BUILDING AND PARKING 12"X12" X LENGTH BLDG. '00 OFF WETLAND \ / —46— � \ \�/ —48 Q. q I ` ,z�� - — �� ` \ i>✓F EDIME AT J INT. 50' OFF WETLAND I \ \ M P 253 \ / / 45 46 L 15 / �� - � \ \\ � — 4 1545 $4&22 -S UP�LAND_�� ! 11,397 SF WETLAND 96,096 SF TOTAL (2.206,,A�.f) // / ,/ // B. . r ! / �__ #9 � 1 \ // - - - -> ��\� \ \ ` —\ -- - 43- - - -- -- - - - - - -� WETLAND LINE t TH 41 - - --- - -� 40 #8\ \ \x/ / /� #3 i � 2 \ � �� #1 39 ` \ N IN H \\ 17- - - - / m EXISTING CONDITIONS �. 'IN %\ #4 ff rr IF °3-� \ #1545 RT9 132 7i - consIjIting JT5 \ \ SCALE 1 " =20' DATE 3 3 05 off 508-362-4541 \ `'~ 34 _ REVISED 3-23-05 (SPR COMMENTS) , fax 508 362-9880 _ OF POND REVISED 6-3-05 (CCC COMMENTS) �- EDGE �� LZ Nt�F/�ssgcy �tH4F��ss9c REVISED: 7-1 1 -05 (NOTES) do wn cape engineering, In c. o ARNE o ti "PPROX. EXISTING CONDITIONS SITE PLAN OJA �� H. ARNE H. Cl VIL ENGINEERS d OJALA ILA LAND SUR VEYORS SHALLOW POND No. 6348 7 ©2005 DCE / 20 0 20 40 60 Feet a ° lsTE¢ 939 Main Street - YARMOUTHPORT, MASS. SHEET 2 OF 8 (A GREAT POND) o JOB 03-172 SCALE: 1" = 20' OJA DATE JOB 03-172 M.H.B. �\ \ EPLP \ � w \ \ RT 6- MID-CAPE HWY FN D O �OTOR� /�o! FvTO \ E6 IT , pOO V f Ty \ kA')11 60 0 y O \ • TORE s/O �/� So, s \ � q�FMFNT �tiFs \ RT o O�qN \ • FNT /OTh, SHALL \ \ \ COORDINAT 2g. c(iT d LOCUS RT 3-ACER RUBRUM 3" CAL. ENTRANCE WIT UR \ \ (OCT. GLORY RED MAPLE) o. MASS HIGHWAY \ F MFp/ 7`3, \ \ D CONSTRUCTION POND Utility TOE OF BERM \ \ Poles ,so, \1 -2�0' ��r�yc� LAKE � F �OTpR �'-o T LOCUS MAP• � � S6 2�°' F s/pFwq \ � SCALE: 1 " = 2000' 2 >>0 1 ACER RUBRUM 3" <k A \ 15 JUNIPERUS CHINENSIS Z33 `36'' (OCT. GLORY RED MAPLE FR '� \ ' "SEA GREEN" 3 GAL '• •gyp• F ) qsS � \ MAP 253 PCL 15 TOTAL AREA: 96,092 SFf, 2.206 AC.f •.• 15-ILEX GLABRA 17-ILEX GLABR (INKBERRY) 24" 1545 IYANOUGH ROAD (RT. 132), HYANNIS, MA 02601 � \ '•;• pLgN \ •• (INKBERRY) 24 4-PINUS STROBUS 7-8' FLOOD ZONE: C OWNER: \ \ •• WHITE PINE 3-QUERCUS PHELLOS 3" CAL. BARNSTABLE PANEL 5 BROOK•' ( ) LEY REALTY TRUST (WILLOW OAK) NOT AN ACEC EDWAARDVTL STAFFORD JR. TR. 1545 ROUTE 132 13-VIBURNUM WRIGHTI HYANNIS, MA 02601 7-VIBURNUM WRIGHTII (WRIGHT VIBURNUM) PH. 508-771-7410 g� (WRIGHT VIBURNUM) 3- ••••• DEED BOOK 17100 PAGE 301 B •••• 10-ILEX GLABRA REF. PB 379 PG 4 PB 155 PG 37 \\ ••'••. (INKBERRY) 24" PB 438 PG 32 04 9 HYDRANGEA MACROPHYLL LEGEND FIRE DISTRICT: C.O.M.M. PROPOSED 3-PINUS STROBUS\ BIGLEAV HYDRANGEA- 24" RETAINING ` WALL- (WHITE PINE) 7-8' \ ••••... ••..•••,•.• HEIGHT VARIES \ '-3' REVEAL 1 \ SEE SECTION 6 JUNIPERUS CHINENSIS "SEA GREEN' 3 GAL. \ '• O 2�7,32 O EXISTING CATCH BASIN I 8 HYDRANGEA MACROPHYLLA \ \\ T. ••••• I r0 10. BIGLEAV HYDRANGEA- 24" \4LL z P I MA/ 3� 20 IPERUS CHINENSIS SIGN TOE OF BERM '�'p \ I "SEUREEN" 3 GAL /D \ I ■ CEMENT BOUND FOUND 1 CER RUBRUM 3" CAL. I (OCT. GLORY RED MAPLE) UTILITY POLE 1g 0' � I I FIRE HYDRANT / 19.0• I NOTE: SEE PLAN VIEW FOR 19.0' I BERM LANDSCAPE DETAILS / I PROPOSED 3" CALIPER 25 ' MAP 53 PCL 16 j� TREE— RED MAPLE OR EQ. 1555 Q eu .0o�i C) I SEE DETAIL SHEET N/F Y HENRY M JR CLARK, R LO (0 I TRS T E C REALTY/ TRUST N I PROPOSED 3 GAL. SHRUB 23 T ADERS LN �J 'fr, ALTERNATE BETWEEN: PJM RHODODENDRON W Y RMOUTH, MA 02673 I NIKO BLUE HYDRANGEA I WHITE AZALEA U f7l!000l-AT/ 2 5 I — — w TH,.� � I C a co 00 I \ I MAP 253 \ p I PCL. 18-2 \\ `'a. o I # 1539 ZONING DISTRICTS: HB, RD-1 \ ti OVERLAY DISTRICTS: WP, RPOD T ws0° HB BULK REGULATIONS: y\ \ I LOT AREA: 40,000 SF (96,096 SF PROVIDED) \ FRONTAGE: 20' (133' PROVIDED) I WIDTH: 160 (MET 177' INTO LOT) \ I SETBACKS- FRONT: 100' (177' TO MEET LOT WIDTH- 265' PROVIDED) I SIDE: 10' MIN, 30' SUM (30.5' SUM PROVIDED) \ \ N C.B. NS 7 D. OP R9 E0.66' REAR: 20' (160' PROVIDED) s \ \ \ BUILDING HEIGHT: 30'/2 STORIES (26' PROVIDED) C \ ' I BUILDING LOT COVERAGE: 30% MAX. (10.47 PROVIDED) 62.000 � I r � \ RD-1 , RPOD DISTRICT BULK REGULATIONS VL LOT AREA: 87,120 SF (RPOD) \ \ FRONTAGE: 20' \ WIDTH: 125' SETBACKS: FRONT: 100' OFF RT. 132 o R2.o I SIDE. 10' REAR: 15' �1 1P TH2 _ o N F 31'R Rzo. I OVICK, RICHARD & ELLE O PH PROPOSED SETBACKS: 265' FRONT 30.5' SUM SIDES (10.9' MIN.) 'tK S BRISLANE R LTY T U T 160' REAR �01 DERBY ST \ / kINGHAM, MA 020 3 DB 105 0/ 0 1 EXISTING USE: 20 UNIT MOTEL + 3 BEDROOM OFFICE/MGR. QUARTERS PROPOSED USE: OFFICE (NON MEDICAL) (AS-OF-RIGHT) \ / R \ \ EXISTING GROSS FLOOR AREA: 8,522 SF \ / / -5o PROPOSED GROSS FLOOR AREA: 17,388 SF \ \ �10 h• o C) NET INCREASE IN GFA: 8,866 SF N \ O PARKING CALCULATIONS: \ 7$ \ \ OFFICE USE: 1 /300 SF GFA + 1/SEPARATE SUITE ° \ \ \ °1 \ \\ o� 17,338 (1/300) + 5 SEPARATE SUITES = 63 SPACES REQ. \ \ \ \ \ �y 13.6' U) 6 NCL.A3EHCPPROVIDED 7 FO \ PROPOSED OFFICE BUILDING \ k72' N CD oN \ \ N PARKING LOT LANDSCAPED SETBACKS: FRONT SIDE BUILDING REQUIRED: 45' 10' 10' 8532-SF 1ST FLR (SLAB) \ \ i j nj PROVIDED: 45' 10' 10' \ 8806 SF-Rt�D FLR \ _ C o j 17,338 SF T91AL \ m \ 1 .6' 10% INTERIOR LANDSCAPED /2 464 D ISF 0 7% NDSREQUIRED: 2,609 PROVIDED 3 10% O.K. \ / PARKING ON SIDE/REAR INFEASIBLE DUE TO FRONT YARD SETBACK. TREE CALC.: 63/8= 8 PARKING TREES REQ. 12 PROPOSED So 1O0' OFF SEPTIC OVERVIEW: WETLAND \ FC \ / NOTE: EXISTING SITE DESIGN FLOW = 23 BEDROOMS (110 GPD/BR) = 2,530 GPD \ \ \101A \ / OFFICE USE PROPOSED: \ \ \ \ TITLE 5 FLOW ESTIMATE: 17,338 SF (75 GPD/1000 SF) = 1,300 GPD (49% REDUCTION) NOTE: DEMOLITION AND REPLACEMENT MAY NOT \�q). CONSTITUTE "NEW CONSTRUCTION" IF NO INCREASE \ \ FS B IN FLOW ABOVE THE EXISTING APPROVED CAPACITY. PER 15.002 DEFINITION OF NEW CONSTRUCTION, DEMOLISH & REPLACE WITH LESS DESIGN \ ( FLOW MAY NOT CONSTITUTE "NEW CONSTRUCTION". \ y SITE IN ZONE II: 96,096 SF 550 GPD/40,000 SF P ALLOWED— I SYSTEM FLOW O.K. EVEN FOR "NEW CONSTRUCTION" WITH PROVISIONAL PERMITfEDA/I AMPHDROMESYSTEM RD \tiF USE AMPHIDROME A/I SYSTEM AND PRESSURE DOSED LEACHING OF 1800 SF. / �'ti°� 5p' OFF WP OVERLAY DISTRICT REGULATIONS: ` _ / \ MAP WETLAND � � i � ROq �P\ \ / \ l/,y 50% MAX. IMPERVIOUS LOT COVERAGE \ PCL 215 F 30% MIN. NA URAL STATE \\ \1545 // \ § 240-6.C.3 PROPOSED CONDITIONS: / \ Where the boundary line between zoning BUILDING LOT COVERAGE: 8808 SF / 84,699 = 10.4% \ LOCOS districts divides any lot existing at the PAVEMENT, WALKS, SHED: 29,395 SF/84,699 = 34.7 %time such line is adopted, which has street TOTAL COVERAGE: 38, \ o I frontage in the less restricted area, a use 206 SF/84,699 = 45.1% < 50 O.K. 84,699 SF UPLAND authorized on the less restricted portion of y 11,397 SF WETLAND — — — — �� such lot may be extended into the more NATURAL STATE: PROPOSED 27,273 SF/84,699 SF = 32.2% O.K. restricted portion for o distance of not more C.B. than 30 feet. \ 96,096 SF TOTAL (2.206 AC.f) „ #10 WETLAND L/NE o. TH 2 •� c0 d- I O 0 I \ O / TH cn N I \ #7 #4 # 1545 0132 \ \ Co i ItIn9 / ,> (E)IFFICE BUILDING #s \ NIS9 \ SCALE 1 " =20' DATE : 3-3-05 \ REVISED: 3-23-05 (SPR COMMENTS) off 508-362-4541 \ REVISED: 6-16-05 (CCC COMMENTS) fax 508 362-9880 — OF POND REVISED: 7-1 1 -05 (MISC. NOTES) 6,�c --� �— EDGE LZHOFMAss4cy � �jNOFNv),gss9c r o ARNE G o ARNE H. 9G down cape engineering, inc. APpROX. PROPOSED SITE PLAN\ �� H. �' � ALA a C/V/L ENGINEERS SHALLOW POND OJA � � IVIL_ � 0 LAND SURVEYORS 4 26 0792 , C 2005 DCE 4 F o �, ��//G 939 Main Street - YARMOUTHPORT, MASS. (A GREAT POND) 20 0 20 0 60 Feet L ANAL �NG� DATE SHEET 3 OF 8 SCALE: 1" = 20' JOB # 03- 172 r \ RT 6- MID-CAPE HWY M.H.B. \ \ EXIT \ 6 FN DP O r14?1- F e°oNO \ V Fk�sr/y ry 1900 O \ 2 ' rORF s% ��� so, S \ 1 Q q�EMFNr • �yFS \ � 2s 66, FR tifq \ \ SHALLO '0q �,� d LOCUS \ \ Mh'Ei �qY A� R ��yNBrF !s4 \ • , FNr sSJ yyipry RT �32 \ gQNSTq ENNTRANCETWITTI 29 �OrOR POND 9\ MASS HIGHWAY \ \ // ✓ n *4; OONSTRUCTI l3 C° ST 4 3 \ Rip WRYD©0 J \ BENCHMARK: CENTER OF L C' ONE W \ CATCH BASIN EL. 53.64 AQ � \ Putility oles / PROPOSED y�s��J SIGNAGE O .CvRAJ HYDRANT �1 r S 0 / lss� �.v5 � 'o��o/ GyjO G,yf�,gY LOCUS PVIA RIGHT P SCALE. 1 - 2000 is by S6 Y SUGN ONLY s ' \ T MAP 253 PCL 15 TOTAL AREA: 96,092 SFf, 2.206 AC,± 1545 IYANOUGH ROAD (RT. 132), HYANNIS, MA 02601 • � BJ 33 6 F � �q \ \ / S�EgN l • ctb:) PROPOSED ' �(� I W V. lJ WALLINING HEIGHT VARIES 1'-3' REVEAL / / / / / w 4" �QNC LEGEND. SEE SECTION PROPOSED D APSTR. ?� --55- -" EXISTING CONTOUR DRAINAGE I 7 3 f / / INFILTRATION PITS 2 +99.92 EXIST. SPOT ELEV. WALL( / AND TRENCHES AL I TQ SEE DETAILS 3 WL I I \I ti1y -[99]- PROPOSED CONTOUR [98.4] PROPOSED SPOT EL. /! (� I(c� \ r/� • �(/ VENT z.T�, -r �S2 -[523 ( TH 1/ \ , TEST HOLE 40 -, -o- / ` / �' �� SLOPE OF GROUND UTILITY POLE ! / COD / I I I I HlIM S b2131 ,ro Z�� FIRE HYDRANT ! /' • / Il\ ~ _ I PROPOSED LIGHT SEE LIGHTING PLAN MAP 53 PCL 16 - /f 1555 3 II / PROPOSED DRAINAGE N/F Y HENRY M JR / CLARK, R / { / �- f - LEACH PIT/TRENCH TRS T E C REALTY/ TRUST 23 T ADERS LN J \ { { `jj l W Y RMOUTH, MA 02673 l \ { ( o I I / ( //�" i' O CATCH BASIN � c� �� TOP STR CTURESI I U) 100qfnl- 1 I , f / 1 44/ 2 � � / LEVEL AT�L. 47. { R AEq J "INV�S EL.\45.0 It �S, / I f/ I / / /'// / �j� E U.G. ELECTRIC LINE J , TH1 , a \ CAI\ • �= \' \ I h W WATER LINE �..� / / cu RIM 50 0 I l f t }/ G GAS LINE AFC 253 / NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING /PK \ � OFF BVW-- _. -' -- / T��- ._ I 1 5.59 / GENERAL NOTES. (NOTES APPLY TO ALL SHEETS) 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING h�' /Il/f �l / CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE / / I/ (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR \ 15O { C.B. F14 4dP1 I°IK�N / EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. to 3 \ J I 2. ALL CONSTRUCTION MATERIALS COMPONENTS AN DISPL./ 4 3 I E#�66 D METHODS EMPLOYED ON THIS \ I (r PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECALL SIFICATIONS EPTIC WORKOANDRIDGES MA MATERIALS TO HWAYS AS CONFORMTO 310 MTR PRESENT. 0 C 15.00 TITLE 5. AND BARNSTABLE HEALTH REGULATIONS. VL 3 ��\\ \ I � / / / { 3. VERTICAL DATUM IS NGVD29 ASSUMED FROM TOWN G.I.S. DATA cn / / / / // 4. ALL ROOF RUNOFF TO BE PIPED TO DRAINAGE SYSTEM. COORDINATE DOWNSPOUT LOCATIONS \ [ { N / / 1 // / WITH ARCHITECT. ROOF DRAINS 6"OSCH40 PVC AT 1% MIN. PITCH TO DRYWELLS/DRAINAGE \ • [48.8] f w N RIM 49.3 / I 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 UNLESS NOTED { { `'' \ ^ �R� ` !\INV. OUT I I/ l/ l 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS. NOT TO INV. OUT RoPos / EL. 45.7 J / \ w EL. 45.8 YDRANi ' TH2 I / / / BEN C RK, BOTTOM BE USED FOR PROPERTY LINE STAKING. Cn ! / / OF CQNC. RB 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. PROVIDE VEGETATED SWALES IN // / / AT CORNER 4$•56 N/F PERIMETER AS REQUIRED TO ENSURE RUNOFF IS RETAINED. P \� OVICK, RICHARD & ELLE 08• 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. JUTE NETTING ON ALL SLOPES >10%. w \ \ 4g \ f S BRISLANE R LTY U T 9. ALL SEPTIC PIPING 4"4SCH40 PVC AT 1% MIN. UNLESS NOTED. \ \ 0 \ RIM 48.9 \ ( 10.\ � SEPTIC COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT VINV. OUT \ \ \\ 01 DERBY ST INSPECTION BY OWNERS ENGINEER AND PERMISSION OBTAINED. EL. 45.9 I \ hINGHAM, MA 020 3 p \ 11. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. (VO PARKIN - IRE LANE SIGN DB 105 0/ 0 1 12. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, ` OR NEIGHBORING PREMISES, FIRE HO CONNECTION 4'OX 6' HIGII // p AMPHIDROME A SYSTEM = / / 13, TOPOGRAPHY AND DETAIL LOCATION FROM FIELD SURVEY BY DOWN CAPE \ \ \ 4000 GAL P/C o / / \ ENGINEERING 1/05. ABUTTING BUILDINGS FROM G.I.S. DATA- APPROXIMATE \ ( C 4500 GAL S/T \ .1 0) 14. ALL FILL AREAS ARE TO BE CLEARED AND GRUBBED, WITH TOP AND SUBSOIL REMOVED \ 10 \ ' cs PRIOR TO FILL PLACEMENT. ALL FILL TO BE CLEAN STRUCTURAL FILL COMPACTED IN 6" LIFTS TO 95% MODIFIED PROCTOR MAX. DENSITY. AREAS UNDER BUILDINGS TO BE / MONITORED AND INSPECTED BY FOUNDATION ENGINEER. 48 HR. NOTICE REQUIRED. 0 / 15. FIRE SPRINKLER SYSTEM TO BE INSTALLED IN BUILDING. FIRE CONNECTION AND 0 \ 0 h ENGINEERED PLANS (BY OTHERS) REQUIRED TO CODE. COORDINATE LINE W/WATER CO. Q m\ nt J �ro 16. ALL PROPOSED PAVEMENT TO BE FINISHED WITH CAPE COD BERM 12" X 3" O BERM TO BE CREATED INTEGRAL WITH BASE AND TOP COATS OF ASPHALT. VALVE PIT ( ( J \ \ 17. GRADE ALL LAWN AREAS TO PROVIDE POSITIVE PITCH AWAY FROM BUILDINGS TO DRAINS 4� OP( ED OFFICE BUILDING \ Cp� N( ( WASHED STONE FRENCH DRAINS BETWEEN BUILDING AND PARKING 12"X12" X LENGTH BLDG. IP3R 2F 1 FLR (SLAB18. SEE PLANTING PLAN BY HAMLYN CONSULTING FOR AREAS SOUTH OF BUILDING. 6 SF b FLR FIR�SF TKAL iFI QQR ESLA:B`-ELEVATION .50_0 lOo' OFF WETLAND \ I \ / / �4gJ \ l -48 \ 1 SO ` N rya \ ROq\ OFF WETLAND I � / � ♦Ftio� \ / _ _ � \ �♦ ti9 \ MAP 253 45 N / \\ ; s \ PCL 15 / ,_ 467 N, 1545 V O ♦ �i Dacl) / I I ♦ ti� 11 ,397 SF WETLAND I / \ `\� \ _ ♦ 96,096 SF TOTAL (2.206_1�.f) // / / \ B. 43 UTILITIES GRADING WE LINE �f ! \ Op\\ ,t0� ���, �`� \ , goErr I? \ \� h TH 40 v4L #$ 132 #3 �/ 2 � 3 #1 # 1545 • I. \ \ O� / / TH � \ cn (OFFICE BUILDING (vI 1 #4 NIS9 03 n9 r _. - - ' �� \ SCALE 1 " =20' DATE 3-3-05 ns� r �� - -- �o � �� #6 S #6 BY Ha'�yn REVISED: 3-23-05 (SPR COMMENTS)/ \ REVISED: 6-16-05 (CCC COMMENTS) REVISED: 7- 1 1 -05 (NOTES) off 508=362-4541 fax 508 362-9880 OF H OF 1�S \ \ 34 -" _ - o ARNE oy �� AR E yG� dO Wn cape en gin eer/n g, Inc. PLAN o H.JALA civl C/VIL ENGINEERS �`S6, \ � �- EDGE ���O D SITE PLA \ o .2634 N LAND SURVEYORS pPPRpx F T Fci R �,� 71116� 939 Main Street - YARMOU THPOR T, MASS. 20. 0 20 40 60 Feet s kv P ,s� A� DATE ©2005 DCE 03-172 SHALLOW POND SHEET 4 OF 8 SCALE: 1" = 20' JOB # 03-172 EL. 52.3 MAX. VENT W/ STAINLESS BUGSCREEN FIRST FLOOR INSPECTION PORT SLAB ELEV. 50.0 6" LOAM & SEED DISTURBED AREAS NOT PAVED VENT EL. 51.3 MIN SEE DETAIL (TYP.) 49.7 49.0 S � 50.0 49.3 6" REVEAL SEPTIC SYSTEM DESIGN DATA 0 0 49.05 TOP STONE °, 36" MAX. TOP STONE 20' MIN. 0 0 0" 0.5% 4!, .o 4$ - RETURN FLOW BACKWASH LINE • INV. 48.97 4"SCH40 AT 2% MIN. (6) 2"OSCH40 PVC LATERALS WITH NOTE: EXISTING SITE DESIGN FLOW = 23 BEDROOMS 110 GPD/BR) _ o E INV. 48.72 1 4"O ORIFICES AT 5' ON CENTER ( = 2,530 GPD '- pRE55U 12" PERF. HDPE PITCH TO DRAIN BACK AT 0.5% TITLE 5 SEWAGE FLOW ESTIMATE: 17,338 SF (75 GPD/1000 SF) = 1,300 GPD (49% REDUCTION) 46.0 �SCN40 C PUMP OUT WELL SEE ORIFICE SHEILD DETAIL BOTTOM STONE SITE IN ZONE II: 96,096 SF (550 GPD/40,000 SF) = 1321 GPD ALLOWED- O.K. W/ A/I SYSTEM °0 3" SCH-40 r.' 3 5% ELEV. 48.3 NO GARBAGE DISPOSALS ALLOWED ( ) = 3900 DUAL COMP. TANK (NOT REQ. PER AMPHIDROME PROVISIONAL PERMIT) 44 : : •' BOTTOM STONE EL. 48.0 SEPTIC TANK: 1300 GPD 300% 45J0 4"MANIFOLD INVERT EL. 47.5t IN CENTER, USE 4500 GALLON H-20 SEPTIC TANK AS INDICATED 43.87 3.17 RESERVE 42•gg RAISE TO 47.6' AT ENDS (0.5% PITCH DRAINS TO PUMP CHAMBER) PUMP CHAMBER- UTILIZE 4000 GAL CAPACITY WITH DUPLEX PUMPS AND 2200 GAL RESERVE CAPACITY. 6„ 43.19 4000 GAL = 2274 GAL 43.01 INV. 42 ,� 43.75;-.. 43.25 PUMP CHAMBER � USE Cl LAYER CLASS 1 SOILS FOR LEACHING LIQ. LEVEL `� �O LEACHING: 1300 GPD/0.74 GPD/SF = 1757 SF LEACHING AREA REQUIRED. `n -• °° 0.5' WORKING RANGE q'46 VALVE MANHOLE USE 30' X. 60' PRESSURE DOSED LEACHING FIELD = 1800 SF h 40 3.0' SUMP SEE DETAIL BOTTOM CAPACITY = 30'X 60' = 1800 SF X 0.74 = 1331 GPD O.K. Y . '. = 2154 GAL. 42.94 6" USE AMPHIDROME A/I SYSTEM (PROVISIONAL) AND PRESSURE DOSED LEACHING AS INDICATED ON PLANS. : =1 38 u., ........... ........ 38.37 4500 GAL. SEPTIC TANK 41.94 SEE DETAIL 4000 GAL. SEPTIC TANK 36 SEE DETAIL -- BOTT. TH 4'� AMPHIDROME REACTOR 35.42 (VERIFY EXACT DIMENSIONS OF ALL STRUCTURES PRIOR TO SETTING- INVERT ELEVATIONS TO BE HELD) EL. 42.0 34SEPTIC PROFILE NOTE: POND ELEV. 33.4 12/17/04 SEE DETAIL APPROX. SCALE: 1/4" = 1'-0" I 0 J, z I I0 SWEEP ELL CL NO JTS E_ E VENT PROPOSED BUILDING ( I`n TO GRADE WI H CAST iR N C ✓ERS .(0 RETURN LINE- 4"0 SCH40 I I I I h I _ 4 SCyg�AL ro � � 4500 GAL SEPTIC TANK I _50'X36_' 1 0-0q- ESE-RVE.0 REA I I ► p � � w �O SVC AMPHIDROME i I 3 X 50' PRESSURE DOSED LEACHING FIELD 36' 4 r I I w N AND OU f,tECTRICAL CONDUIT j I 3 6 tYP• 1 11 I W 30 7 TY� 3 COND 3 o I Ld � O // -- AMPHIDROME A/I SYSTEM J N 1/4"� ORIFICES AT 5' O.C. WITH SHIELDS (60 REQ.) d I I 6'tyP• 3' w z '� 10'X12' 4'0 MANHOLE-FILTER I I I d d - (6) 1• �// 3WHV 1.5 HP WOODEN I I I I I I d I MYERS IMPELLER DIAMETER 0 SHED ON / I I I U I w W 20 SLAB 4000 GAL PUMP 2"0 LATERAL (TYP. OF 6) I CONTROLS CHAMBER AND BLOWERS o HATCHES I I I I I -i - - - - - G0�0. ��.? I I � ¢ � INqgPECTION F Q ORT 10 I "O PRESSURE --_� D Q� LINE 3 I - - - INV. 47.6 I I d ' L' F ITC TO DRAIN BA - �_3--- 3 -- _ _EDGE OF PAVEMENT I 4'0 MANHOLE [ss] 3 `--3 I _ 0 \� VALVE PIT VENT -+ 100 200 300 Lz • oZZ J CAPACITY - GPM z - zz °zos �49 _ : i ° E CURVE FOR MYERS 3WHV PUMP OF CONC. CURBTTOM � CD �0 7 -'-----_"� E�-- E AT CORNER EL. 48.56 F_ " O '3 7 W i_ INV. 47.6 Z I INV. 47.50 • 0 1 4"0 MANIFOLD INE SCH40 PVC 1� C SEPTIC PLAN VIEW L-ki OF, SCALE: 1" = 10' �y � sqc ���OF 4''SSs Qua A H ARNE H U OJALA OJALA 26348 CIVIL No. 30792 s\a`' o NAL 0a COMPACT PUMP INSTALLATION LATERALS 6' CENTER TO CENTER SEE PAVEMENTMENT SEE CTION MANHOLE COVER SEE DETAIL MIRAFI 140N FABRIC OVER STONE 1. PRESSURE DOSING PUMPS SHALL BE MYERS 3WHV 30 1.5 HP PUMPS WITH 5.0" ItPELLERS CAPABLE 2"PEASTONE WITH FABRIC OVER OF 1 GPM AT 16 FT TDH. INSTALL WITH MYERS STAINLESS RAIL MOUNTING S`GTEM. MORTAR ALL COMPONENTS (TYP.) DETAIL SHEET 1 PUMPSS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURERS SPECIFICATIONS. PRIOR TO ORDERING PUMPING EQUIPMENT THE INSTALLER 24" I.D. PRECAST CONC. RISER AS REQ. ° °oo °� 2" SHALL PROVIDE THE DESIGN SHOP DRAWINGS OF THE ALL PUMPING EQUIPMENT FOF APPROVAL 4'0 PRECAST DONUT 1" OVER FIELD °°°° °° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°° °°°° °° °°°° _� 2" THE PUMPS SHALL BE 3 PHASE AC UNLESS UNAVAILABLE. 0000°°° °°°00000000000000000000000000000000000°°°° °°°°000 �4" THICK 4000 PSI CONC. W/wwF 12" °°°oo°og °o$00000000000°- 0°0°000000°°°°°°°°°°°°°°o°o,00°° °°°°° THE INSTALLER SHALL CONFIRM THAT THE REQUIRED POWER CONFIGURATION FOR o° '� 18"0 OBSERVATION HOLE IN CTR. TO ACCOMPANY oo°o°oo °oo°o°o°o°°00000°o°°o°o°°000°°o°o°°o°o°000 o, 000°oo�Oo°°o°°o °000 FOR THE PUMPS IS AVAILABLE AT THE SITE PRIOR TO ORDERING EQUIPMENT. 000000°000000o0°0000000000000000000 0000000000000000000000000 000�8.0' LEACHING FIELD 10" TOTAL OF 75" 15" STONE 2. CONTROLS: PUMP CONTROLS SHALL BE LOCATED WITHIN THE BUILDING IN AN 2 - . . OSCH40 PVC ORIFICE SHIELD OS200 ACCESSIBLE AREA AND SHALL BE ENCLOSED AS REQUIRED TO MEET ALL STATE AND WITH 1/4" ORIFICES DOUBLE WASHED ONLY ORENCO SYSTEMS INC LOCAL CODES AND REGULATIONS. THE PUMPS SHALL OPERATE ALTERNATELY. Err IF ENGINEER TO INSPECT PH. 1-800-34 DRILLED AT 5' O.C. 8-9843 12" PERF. HDPE_ _ AT 12 O'CLOCK POSITION OR EQUAL SEE DETAIL PUMPS SHALL BE PROVIDED WITH A LOW LEVEL OVERRIDE AND REDUNDANT PUMP OUT WELL LOW LEVEL ALARM SET SUCH THAT THE PUMPS REMAIN SUBMERGED. TO SAND AT BOTTOM OF LEACH FIELD LEACHING FIELD SECTION PUMPS FOLLOWING SEQUENCE: a. PUMPS OFF ALL OPERATE FQLLOW INSPECTION PORT DETAIL NOT TO SCALE b. LEAD PUMP ON c. ALARM ON AND LAG PUMP ON (TWO PUMPS OPERATE OR ALTERNATE PUMP # 1545 0 132 SUBSTITIUTES FOR FAILED PUMP) d. PUMPS MUST ALTERNATE THE DUPLEX CONTROL PANEL SHALL BE A MYERS THREE PHASE DUPLEX CONTROL PANEL 2'-10" MODEL CWHV3-20-23 DW OR APPROVED EQUAL, OPTIONS AS SPECIFIED ABOVE AND BELOW. 26" 3. PROVIDE ELAPSED TIME METER AND CYCLE COUNTER IN PANEL. OFFffCE BUfflDING ALARM: PUMPS SHALL BE EQUIPPED WITH AN ALARM POWERED BY A CIRCUIT SEPARATE FROM THE PUMP POWER. THE ALARM SHALL CONSIST OF A RED WARNING LIGHT AND AUDIBLE SIGNAL WITH PRESS TO SILENCE SWITCH. THE ALARM SHALL SIGNAL A LOW WATER CONDITION (PUMPS NOT SUBMERGED) AND A HIGH WATER LEVEL CAUSED BY PUMP FAILURE. RED LIGHT FOR PUMP SEAL FAILURE REQ. off 508-362-4541 PANEL TO UTILIZE INTRINSICALLY SAFE CIRCUITS FOR FLOAT CONTROLS. fax 508 362-9880 EWE 811/8" 4. PROPER FUNCTION OF PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY CLEAN WATER TESTING PRIOR TO BACKFILLING SAS FIELD. ��/ 24" 5. ALL CONDUITS TO BE WATER TIGHT AND ODOR TIGHT, (_:/O wn c C7p engineering,in e erin in g g� c. SCALE 1 " =20' DATE 3-3-05 6. THE MYERS EFFLUENT PUMPS ARE ACTIVATED BY TIMER AND DEMAND (FLOAT SWITCHES SET PER PLAN) MANUF. LeBARON, BROCICTON, RECYCLE/BACKWASH PUMPS OPERATED BY TIMER SUPPLIED BY AMPHIDROME Cl VIL ENGINEERS REVISED: 3-23-05 (SPR COMMENTS) MODEL: LK 110 MA REVISED: 6-16-05 (CCC COMMENTS) WEIGHT: 475 LBS LAND SUR 1/E YORS REVISED: 7-1 1 -05 (MISC.) 939 Main Street - YARMOU THPOR T, MASS. TYPICAL ACCESS COVER ©2005 DICE SCALE: 3/4" = 1'-0" SHEET 5 OF 8 03-172 JOB # 03-172 MANHOLE --------------- GRADE A _ BACKWASH it C C N AIR PIPE Influent Return Flow/Backwash Bracket 2" BW AIR FLOAT SWITCHES Q4" VENT BACKWASH ' (NOT BY FIRMA) TROUGH d .4 4„ PBA a : SH TROUGH TO BE a6" DBW ' 1/16" EITHER ` Fluctuating Volume 6" DBW N DIRTY BACKWASH ° ° EPDXY ANCHOR SEE ° y above minllmum water level ° ° NOTE 3 Effluent a . I B 111 U FLANGE TO HAVE BOLT IT A.: HOLES ON NATURAL '< e' INFLUENT ° " - E-1 CENTERLINES ° Stilling Well ° - d °!. 4 A. ° I ° VENT ° 4'-2" D 0 - ° 5,-0„ 4,-0„ e 2" BACKWASH AIR PIPE r rn ° ' STAINLESS STEEL - °' (NOT BY FIRMA) ° e �•.. y o. •° r\ e e A d e . : ° 4 e e. e 4 .'d : °• 4 .' a e.' : a• 4 . -14 4°' .� .4 a .4 4 o a d e e ° d: a. 4 SECTI ❑ N C - C ° d. ° Length PROFILE VIEW CHECK VALVE _ d d - •e .•° Notes - 3" INF °- Effluent Tee should extend into riser. tr 3" INF. Effluent line invert should be at an absolute minimum of 5 ft. from the bottom. 4 3" EFF. 4•c I : ; - ' TIGHTEN' BOLTS AFTER ° e' 4', d ° EPDXY ANCHORS ARE a• e- I a TIGHTENED :.a q Return Flow/Backwash- - .° 4 Al e ` - o e UNDERDRAIN ° BACKWASH d'°" ' ASSEMBLY AIR E °. .t d ° PIP °. ° m :<• a GROUT OR CONCRETE • e•! ,e ' � ° ° o Q d I UNDERDRAIN UPPORT .'d• 4 . Q e . I o d L,LLJ B d -- B EFFL ROUTING OF PIPE IS .N d, , PIPE UENT/BACKWASH 4a OPTIONAL NO _ e d. ° HORIZONTAL PIPE RUNS `n d d -• ea-' .d - IN GRAVEL LAYERS I d Influent Effluent _ d LAYER 5 THREADED CPL'G. �r LAYER 5 ( °a ° °. ° 4„ LAYER 4 d (BY FRMA) U.1 LAYER 4 Q I :.. i Q Z <t LAYER 3 a a d LAYER 3 ° 8. .;" +• A < �r LAYER 1 ; a LAYER 1 D SECTION D - D •:e .• d e io 7 UNDERDRAIN `o UNDERDRAIN a, .I ASSEMBLY d °• - Drawing No. ' . : AS a - g 4d-4m Oft. D1a. Am hldrome® d. d" ► AA p �� ° ° e d ° ° Drawn By: ADW Reactor PLAN VIEW A. ° -e d ° - .. °- ° dd a GENERAL ARRANGEMENT ° 4e UNDERDRAIN SUPPORT - - •' - ° = ° a : A. . A 'd by PBP LEDGE ALL AROUND. USE ° Rev: pp .1 NON—SHRINK GROUT OR 1- Amphidrome® System CONCRETE (NOT BY FIRMA) Scale: NTS Date: 5/4/04 Anoxic/Equalization Tank with Stilling Well TOP OF LEDGE IS TO BE 1'-8" 4" LEVEL t 1/16" Dote: 4/21/04 App d BY: PBP Plan No. Top View A H 0 N Y ale: NTS Drawn BY Job No. S E C T I ❑ N B — B R & associates, inc. M AHONY S E C T I ❑ N /� A Water Supply & Pollution Control Equipment �, sVZJM 273 Weymouth Street, Rockland, Massachusetts 02370 Access Hatch set to grade (typical) WWI vj�A OF PAM Gate Valve AR ARNE H cyG (typ) The Amphidrome wastewater Treatment System consists of: reactor internals, media, o H. OJALA N AmihidromeTM System Process Schematic Sampling under drains, pumps, process blowers, backwash blowers, control panel, chemical feed �' OJALA CIVIL Cn Pressure Tap q No.26348 y No 30792 ({yp) system (for methcnol and alkalinity), and other appurtenances, which will be supplied. ;f.� �P Anoxic/equalization tanks, clear well tanks, Amphidrome tanks, and interconnecting Ess\o �`` ControlWL To and internal piping are by the contractor. Installation and piping of reactor is by contractor. The Rv AL ENG\ Room controls Effluent �, Soil Absorption Amphidrome system is installed in the underground manhole and is connected by conduit from System to the small shed holding the blowers and control panel. mphidrome ;{ Check Backwash Blower Valve Return/ Liquid Level (tYP) Backwash Sensor _ _ _ _ � _ _ Pumps Effluent l� — — — Air Line To dvnphidrome Reactor Pumps (tyP) DETAIL SHEET 2 Concrete pump I Process Blowers stand shall be TO ACCOMPANY Return now/Backwash Line I d 12.00 anchored to j ACCOMPANY \ Z bottom of tank I -100 SECTION AA Sff rr Final Effluent Centrifugal Pumps Anoxic/Equalization Amphidrome- Clear Well # 1545 40 132 Tank Reactor Notes 1)Each pump shall have one, 1 " a �alvc@k conduit for wiring runs AmphidromeTM System {y,P � Conduit Section 2)Provide (1) additional conduit for �'J each set of pumps if seal leak Process Schematic _ _ OFFICE BURILDING detectors are used 3)AII floats in each tank may share scale:Nrs Drawn W. WE Job No. a single conduit in addition to ooze: 12/26/00 App'd By. Plan No. Pmc—ace -Pu77 mp Effluent � �� Final NI Conduit 1-1/4•Dom. g pump and/or seal leak detector FM AHONY ® • r{ypg Effluent conduit) .a.9w,..w�"a..dce..e off 508-362-4541 YAN ff q A ^ Valve Pit fax 508 362-9880 �eturn Flow Pump down cope engineering, inc. SCALE 1 =20' DATE 3-3-05 Clear Well Cl VIL ENGINEERS REVISED: 3-23-05 (SPR COMMENTS) ' REVISE 7-1 1 -05 (NOTES) f. a .. LAND SURVEYORS D 939 Main Street - YARMOU THPOR T, MASS. Pump Chamber Schematic ©2005 DCE SHEET 6 OF 8 1 03-172 JOB # 03-172 1 (2)-4"Cap Units or 4"Cap Unit FENCE AT LOT LINE (1)-8"Cap Unit 8"Keystone ALL TANKS SHALL BE MANUFACTURED TO WITHSTAND AASHTO H-20 WHEEL LOADING TO REMAIN Unit AT THE DEPTHS OF COVER INDICATED ON THE SYSTEM PROFILE DRAWING. TANKS SHALL BE DELIVERED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND SHALL BE GUARANTEED BY THE INSTALLER TO BE WATER TIGHT SAW CUT EDGES TO OBTAIN CLEAN FULL THICKNESS AFTER INSTALLATION. TANKS AND PRESSURE PIPING SHALL BE DEMONSTRATED TO BE BUTT JOINT ON EXISTING BASE AND REMOVE OLD WATER TIGHT UNDER OPERATING PRESSURES BY FILLING TANKS AND OPERATING PUMPS PAVEMENT TO PROVIDE A STRAIGHT EDGE. WITH CLEAN WATER PRIOR TO BACKFILLING THE LEACHING FIELD. 17'-0" STREETS, DRIVEWAYS LAWNS AND AND WALKS CROSS COUNTRY ALL PRECAST CONCRETE COMPONENTS SHALL BE AS AVAILABLE FROM ACME LBITUMINOUS PAVEMENT PRECAST, 520 THOMAS LANDERS ROAD, HATCHVILLE, MA., SHOREY PRECAST OR EQUAL. EXISTING PAVEMENT LOAM AND SEED Note: ALL COMPONENTS SHALL BE AASHO H-20 WHEEL LOAD RATED. 0 CONC. PVT.(MATCH EXIST.) I AS SPECIFIED 2:1 CUT SLOPE 1. Secure all cap units with Keystone — — — — — — — — -- - — — — — — — - — EROSION CONTROL NETTING Kapseal or equal. SEPTIC TANKS AND PUMP CHAMBER SHALL BE SET ON A LEVEL BED of 24" OPENINGS 3/4" TO 1-1/2- WASHED STONE, AT LEAST SIX INCHES IN DEPTH OR AS OTHERWISE ,,,o- ;•a CAP STONE UNITS REQUIRED BY THE TANK MANUFACTURER TO GUARANTEE A WATER TIGHT SEAL AT I I GRAVEL Top of Wall Steps TANK JOINTS. BASE COURSE 1/2" x 5 1/4" Fiberglass 1 II Pins EXCAVATION- EARTH OR ROCK 2 I 8" KNOCKOUTS (TYP.) I \/ ALL ROCK EXCAVATION AND STONES LARGER THAN 6" SHALL BE DISPOSED OF AND REPLACED WITH _ \\ \\ APPROVED EXCAVATED MATERIAL LEVEL TO 3:1 SLOPE /\\/ OR GRAVEL BORROW. 12" N PLAN VIEW �\ PEASTONE COMPACTED AGAINST I APPROVED l/\\ WALL PAVEMENT � , I BACKFILL KEYSTONE OR EQUAL RETAINING WALL UNITS 6"Crushed Rock or 8"or 16" 18"X8" SET WITH 1" BATTER PER ROW Unreinforced Concrete Step CLEANOUT DETAIL: FIBERGLASS PINS REQ. NO GEOTEXTILE REQ. \� Leveling Pad SEE PAVEMENT SECTION • LeBARON CAST IRON LA0910 6"x30" Crushed Rock or /' Elevation- Ste in Wall Unreinforced Concrete p H-20 RATED FEMALE ADAPTOR & THREADED PLUG VALVE BOX To \\/ \\ Leveling Pad req. Note: GRADE AT EA. END. SLEEVE TO ALLOW MOVEMENT /\\� 000o v o 0°90, \ / o° PIPE O.D. no o �\ POURED CONCRETE DONUT o. o 0 0 1. The leveling pad is to be constructed of 4"OSCH40 PERFORATIONS DOWN � 12' MIN. �\\j/\ \\. CAREFULLY COMPACTED E TA I N I N G WALL CROSS SECTION B—B crushed stone or 2000 psi t unreinforced VENT As SHOWN 1.5 Cu.FT.t UNS JUST INT _J /\ 8"MAX 12"MIN. \\' SELECTED MATERIAL OR ..�®.". g�� \\/ 97MIN. �\ GRAVEL BORROW NOT TO SCALE Concrete. PEASTONE ��/� • :°'o v• \�\ ELBOW FABRIC OVER VENT Stilling Well set 2° 3" SCH-40 2°'�SCH40 PVC (� g \\ v \\ 1 above minimum water level � \/\ ALUMINUM HATCH 40" X 30" SPECIFICATIONS: BILCO H-20 OR EQUAL °QI 90" ELECTICAL CONDUIT SWEEP r FILTER FABRIC \ °pa°°oo° \• IF REQ'D au�a°a Y_ �o° �0 2"OSCH40 LATERAL °p°°�4d' STILLING WELL co ( ) i66-V. , °r�°rw°' \' 1/2 O.D. COVER SHALL HAVE AN ANGLE FRAME WITH A 40" X 30" RECTANGULAR OPENING RISER D o° o°a 722JJ AND HAVE A HINGED COVER OF NON-SKID PATTERN. HINGED COVER SHALL HAVE 3"PVC TO PUMP VARIES 1/4" ORIFICE IN LATERAL 6' SEE DETAIL v' %//% a000-° a ° .a°n°po°ag CAREFULLY COMPACTED A HOLD OPEN BAR THAT CAN BE LOCKED IN THE OPEN POSITION. COVER SHALL HAVE ALOCK /�"4"X2" TEE M o c3o u o-ti a.n a o o-ru OR SPECIAL INSERT TO OPEN AND IS LOCKABLE. COVER TO BE OF ALUMINUM. PIT \a �— 60" O.C. WITH SHIELDS (TYP.) ? %\\ °� as ab °u ° : ab o \ SELECTED MATERIAL THAT USES A KEY BOTTOM STONE ,� o SEWER LINE '� �bg o°9 aq•A �°�.°n ow� \\ RAIL-GUIDE SUPPORT PLATE TO BOLT TO THE HATCH COVER FRAME. SEE PLAN FOR LOCATIONS °o b a`f " � ° 6" MIN. SEE FIELD CROSS SECTION SURFACE BELOW FRAME MUST BE SMOOTH AND NOT PROTRUDE INTO FRAME OPENING. 4"SCH 40 PVC MANIFOLD ' V' LIQ. LEVEL 'n vi HATCH TO BE SIT IN A CUSTOM POURED CONCRETE BASE. ALLOW FOR ATTACHMENT OF NOTE CUSTOM INVERT OUT ELEVATION \.\\j,//�//may/i \\�•. \��� PUMP RAIL SUPPORT TO FRAME OF HATCH WHEN POURING CONCRETE. SIDE ELEVATION VIEW 4"0SCH40 PEFORATIONS DOWN UNDISTURBED FIRM MATERIAL UNDISTURBED WRAP REBAR CONTINUOUS AROUND HATCH TO RESIST LATERAL LOADS FROM TRAFFIC VENT AS SHOWN 6 ROCK SURFACE 7.0' SECTION VIEW REPLACE ANY ' d(� BELOW GRADE EXCAVATION BACKWASH iO4 4500 GALLON�A'1 SEPTIC TANK— OF UNSUITABLE MATERIAL CAST IRON COVER WITH CAREFULLY COMPACTED PUMPS URN LATERALS ' OVER CLEANOUT SCALE: 1/4"' = 1'-0" SELECTED MATERIAL 1 °° I IN 12" LIFTS, MAX. CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS ' _ ' STEEL REINFORCEMENT: ASTM-AS-615 GRADE 60 EARTH TRENCH ROCK TRENCH _ _ - , DESIGN LOADING: AASHTO HS-20 - � I ACME PRECAST, SHOREY PRECAST OR EQUAL. 5' O.C. _ 00 I STANDARD DETAIL 4"SCH40 PVC MANIFOLD SEWER TRENCH I LEACHING FIELD I ORIFICE SHIELD OS200 NOT To SCALE o � , v' I 00 1 CONC. BASE ORENCO SYSTEMS INC PH. 1-800-348-9843 4" HOLE AT 5' O.C.j I _ SNAP-ON OR EQUAL IN 12 O'CLOCK POSITION SHIELD 1/4" ORIFICE AT 5' O.C. 0. I � CAST IRON COVER SEE PROFILE ' WITH ORIFICE SHIELD ' EXACT DIAMETER HOLES 60 REQ. (VERIFY) I I SHOULD BE SHOP DRILLED WITH Z ' A DRILL PRESS TO ENSURE BRICK'ADJUSTMENT COARSE F ALUMINUM HATCHES I _ _ °0 1 UNIFORMITY. REMOVE BURRS 40"X30" OPENINGS PRIOR TO PLACING PIPE. �'-1 0l ' ' (ENGINEER TO INSPECT) (2) MYERS PUMPS ON MYERS HATCH TO BE SET IN H-20 PRECAST RISER TYP. STAINLESS STEEL RAIL MOUNT �'p REINFORCED CONCRETE RISER PITCH 2" SCH-40 PVC LATERAL 24" I.D. SYSTEMS SIDE-BY-SIDE IN �'O .005 , POUR 1 CU. FT. MIN. , 40" X 30" BILCO H-20 HATCH �'% PUMP RAIL AND DISCONNECT •. -3000 PSI CONC I MORTAR ALL COMPONENTS TYP. 3 ' THRUST BLOCK °° "PVC TO PUMP AROUND CONNECTION PIT , N ORIFICE SHIELD DETAIL s '� USE 4"SCH80 PVC PIPE (2) REQ. ���OFrJASS DRILL ORIFICES IN EACH LATERAL ON TOP INSIDE PUMP CHAMBER I °° OF PIPE (12 O'CLOCK POSITION) NOT TO SCALE ARNE AJAL RNE H. 0 0 I tj PLAN VIEW I o ALA �CIVIL �, ® ® � N "' l lWo.26348P No. 30792 o pFESS100 O PIPING DETAILS 4"SCH40 PVC DRAIN BACK LINE TO PUMP CHAMBER AL PLAN VIEW 3"SCH40 PVC NOT TO SCALE DRAINBACK LINE MORTAR ALL JOINTS 4"OSCH40 PVC WITH NON-SHRINK GROUT SOLVENT WELD ALL JOINTS (TYP.) 3'SCH40 PVC 3" CAST IRON 8'-0" PRESSURE LINE CHECK VALVES 3/8" WEEPHOLE IN BOTTOM PIPE BETWEEN VALVES TYP. 33 1/4" 3"PVC BALL VALVES (2) (TYP.) 3/8" WEEPHOLE 24 1/4" TYP. RISER DETAIL 0 e o 3" SCH40 CHECK VALVE (TYP.) NOT TO SCALE PVC TO BALL VALVE (TYP.) I LEACH FIELD 3/4" 24" PRESSURE FLOW TO LEACHING H-20 4'01.D. MANHOLE VALVE PIT I ❑0❑���❑0❑� FIELD SAS PITCH TO DRAIN BACK 3„ TEE i ❑X❑CIDEXI A � ❑o�oClo�o�o❑ A 0 0 o a o o 8" I 4 1/2,, PLAN VIEW DETAIL lE-IE]ET 3 N ❑ ��� o 0�00��0 _ ACCESS COVER 0 SECTION A— A SEE DETAIL. EL. ADJUSTING BLOCKS/RISER AS REQ. ' � � � TO ACCOMPANY ❑Q❑D❑O❑D❑0D f MORTAR ALL COMPONENTS (TYP.) MINIMUM FRAME WEIGH,': 3-FLANGE - 265 LBS, HATCH TO BE SET IN POURED REINFORCED CONCRETE RISER 4-FLANGE - 295 LBS. _ EL. MINIMUM GRATE WEIGYT: 215 LBS. LIFTING CHAIN ALUMINUM HATCH 40" X 30" PASS AREA: 255 SQ. IN. BILCO H-20 OR EQUAL (TYP.) 48' STAINLESS STEEL SET IN POURED CONCRETE BASE 1 1/4" 4 1/2 5„ CHECK VALVE AST IRON (PUMP RAIL SUPPORTS TO HATCH 3' C Pressure Tap °° FRAME FLANGE. � FOURTH FLANGE AT BASINS (tyP) ° �-' PRECAST H-20 RISER WITH HATCH POURED INTERGRAL WITHOUT CURB INLET BALL VALVE 3"PVC ° a 3" PRESSURE. LINE TO LEACH FIELD IN FROM HIGH LEVEL ALARM > MORTAR ALL BRICK (TYP.) F��E e D G�TE co # 1545 • 132 AMPHIDROME UNIT ° 1' ABOVE PUMP ON 1/1 1 3"SCH80 PVC PIPE IF 2'-10' H-20 4'� MANHOLE _ INSIDE PUMP CHAMBER 26» 0,5q ITCH 3.17 RESERVE MYERS PUMP RAIL SYSTEM _�" _ �'— Q" E PRESSURE FLOW 4000 GAL = 2274 GAL. PUMP' RAILS (TYP.) TO LEACHING (GY]FICE BUILDING (STAINLESS STEEL) 3/8" WEEPHOLEo PITCH TO DRAIN BACK PUMP CHAMBER EFFLUENT PUMPS (TWO REQ.) NP w 0.5' WORKING RANGE DISCONNECT EL DRAIN 8 1/8- BACKWASH 3.0' SUMP FLOATS SHALL BE HUNG SO THAT THE 58 & RETURN = 2154 GAL. LEVELS MAY BE ADJUSTED WITHOUT PUMPS CLEARWELL ENTERING THE PUMP CHAMBER. 24" 3"SCH40 PVC DRAIN BACK LINE TO PUMP CHAMBER off 508-362-4541 N SECTION VIEW fax 508 362-9880 6,. BOLT TO CONC. SECTION VIEW LOW LEVEL ALARM BOLT TO CONC.. MODEL:F. LeBARON, BROCKTON, MA 1.3' ABOVE BOTTOM TANK SECURE BLOCK TO FLOOR MODEL: LK 110 ��I,,// SCALE 1 " =20' DATE 3-3-05 LABEL SEWER OR DRAIN AS APPROPRIATE WEIGHT: 475 LBS ` / down wn cope engineering, in C. REVISED:. 3-23-05 (SPR COMMENTS) 4. O O GAL ON PUMP PIT TYPI AL ACCESS COVER VALVE PIT DETAIL. CIVIL ENGINEERS REVISED: 7-11 -05 (NOTES, WALL DET.) ---- NOT To SCALE L A ND SUR VE YORS SCALE: 1/4" = 1'-0" APPROX. SCALE: 3/4" = 1'-0" C CONCRETE MINIMUM STRENGTH: 5000..PSI AT 28 DAYS CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS STEEL REINFORCEMENT: ASTM-AS-615 GRADE 60 9J9 Main Street - YARMOU THPOR T, MASS. ©2005 DCE STEEL REINFORCEMENT: ASTM-AS-615 GRADE 60 DESIGN LOADING: AASHTO HS-20 DESIGN LOADING: AASHTO HS-20 SHEET 7 OF 8 3_..172 JOB # 03-172 TOWARD SITE EXCAVATION 2„ X 2 X 36„ WOOD POST WD. POST 8' MAX. C.C. STAKED HAY BALES 3" PEASTONE OVER PIPE MIRAFI SILT FENCE OR EQUAL EROSION CONTROL AND SITE RESTORATION 3" MIN. PEASTONE ..................:........ 1. HAY BALES AND SILTATION FENCE SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER SITE 000 0000 .75"-1.5" DOUBLE FABRIC AND MIRAFI 140NS 000 000o WASHED STONE - - - FABRIC OVER STONE ° ° ° ° - - - PREPARATION WORK HAS BEGUN. & DOWN SIDES OF TRENCH 3 0000000000 00 _ - - - 2. ALL EROSION CONTROL STRUCTURES SHALL BE MAINTAINED IN GOOD CONDITION AND INSPECTED ON A 0000000000000 -_ --I- REGULAR BASIS UNTIL ALL SITE IMPROVEMENTS ARE IN PLACE AND VEGETATION ESTABLISHED. ° °°°°°°°° - - -� PLAN VIEW°°°°°°° COMPACTED BACKFILL 3. WHERE SLOPES EXCEED 25%, JUTE OR FIBER NETTING WILL BE SECURED IN PLACE AFTER SEEDING TO 31 -Y NTS PREVENT EROSION. H-20 RATED F&C EXCAVATED TRENCH LeBARON LB268-3 H-20 OR EQUAL METHOD FOR JOINING SILT FENCE SECTIONS 4. THE SITE WORK CONTRACTOR SHALL BE RESPONSIBLE TO ASSURE THAT SOILS, VEGETATION AND TRENCH CROSS SECTION A-A MANHOLE FRAME AND COVERS - - - -NTs LABELED "DRAIN" CONSTRUCTION DEBRIS FROM THE PROJECT ARE CONFINED TO THE PROJECT SITE DURING CONSTRUCTION. - - - - STS TO AP AS WN NT SURFACES INCLUDING BY DRILL (2) 1"0 HOLES IN COVER POSITION VE, END DNG OCERTAIN TTHATLFABR C FO ODS PROPEREGRAD NG, MULCHING OR OTHERMCO CONSTRUCTION AND AS MAYLANDSCAPED BEREQUIRED UNTIL B STABILIZATION PROTECTED ABOVE THE AROUND EACH POST AT LEAST ONE TURN SITE IS ACHIEVED. FILTER FABRIC BETWEEN FRAME & GRATE ���� �\ � �� ADJUSTING BLOCKS/H-20 RISER UNTIL SITE STABILIZED FINISHED GROUND SURFACE Mo(TTYP)ALL COMPONENTS s' LOAM & SEED UNLESS NOTED NATURAL GRADE DRIVE POSTS TIGHTLY TOGETHER AND SECURE 5. THE CONTRACTOR SHALL MAKE ALL NOTIFICATIONS AND CARRY OUT ALL MEASURES TO PROTECT w H-20 RISER & BRICK LEVELING \� �� TOPS OF POSTS WITH CHORD OR WIRE TO ADJACENT WETLANDS AS MAY BE REQUIRED BY CONDITIONS OR ORDERS PLACED UPON THIS PROJECT WORK Q LO I MIRAFI 140N ,: , COURSES SURROUNDED BY POURED IN PLACE PREVENT FLOW-THROUGH OF BUILT-UP BY THE TOWN OF BARNSTABLE CONSERVATION COMMISSION. > iv 3" PEASTONE OVE7PIPE FABRIC OVER TOP STRUCTURES LEVEL AT EL. 47.0 ,. - CONCRETE COLLAR SEE DETAIL SEDIMENT AT JOINT. _ AND DOWN SIDES : 6. FILTER FABRIC SHALL BE PLACED BETWEEN THE FRAME AND GRATE OF ALL DRAINAGE STRUCTURES .....:...-. A - AP ,,.,.: .......... . . . . � UNTIL THE SITE IS STABILIZED 00 »..............................:......................::..............: ELBOW _ _ ............................................. .......... ^ ^ 04 7. SEE PLANTING PLAN BY HAMLYN CONSULTING FOR WORK ON THE POND SIDE OF THE BUILDING. NOTE: ° °"° ° 1. EXCAVATE A 6" x 6" TRENCH ALONG SPECIFIED SILT FENCE LINE IMMEDIATELY AFTER 000000 0 0 0 0 0 0 0 0 °o°o°o°o°cAo°o°o0000 °0°0° °o°0 00000°0°0°0°o°o°moo°o°0°0° o00000000 ALL FILL TO BE PLACED IN 6" LIFTS 00000000-000000000(,0000 - 000000o 0. 000o000000 00000 000000000°0000.0000°000000000000 6'-8 6'4 � 0000000000000 3" MIN. PEASTONE 0 0 0 0 0 0 06'-8' X 6'0 °0000o°o°c°o°o0000°0° 0200° °o°o°0°0°0°000°0°00000J°000°0000 AND COMPACTED TO 95% MODIFIED PROCTOR DENSITY CLEARING AND GRUBBING IS COMPLETE AND INSTALL SILT FENCE. °°°°°°°°°°°°]0°0°°°0°0 00000000°°p 00°O°O00°O 0°000 000000000000 0 °00000°,O°O°O°O°O ° 0 O O AND MIRAFI 140NS 0 ° ° ° ° 0 0 ° ° ° ° ° 0 ° 0 0 ° ° 0 H-- I 000000000 2. UNROLL SILT FENCE ONE SECTION AT A TIME. POSTS SHOULD BE POSITIONED ON 00000000o H-20 I 000°00000 00000°000 0 0 0 0 o O 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 BY 10 TON MIN. VIBRATORY ROLLER. ° ° ° 1000 GAL. ° ° A °000°0 1000 G L. °00000 FABRIC OVER STONE ENGINEER TO INSPECT ALL SITE WORK. 0°0°000°0 °0°0°0°0° 0.00000.000000(, LEACHPT 0000000.00 & DOWN SIDES OF PITS DOWNSTREAM SIDE OF FENCE. ° ° ° ° LEACHPIT 00°0°0°00 0000 o 0 0 0 o CLEAN '.SAND FILL ONLY. v 000000000 00°0°0°0° 12"0 SLOTTED H-20 °0°0°°°°° SHOREY OR EQUAL 0000°0°00 3. DRIVE POST INTO GROUND AND LAY THE TOE-IN FABRIC IN BOTTOM OF TRENCH. - 0 0 0 0 o SHOREY OR EQUAL °o°0°0°0° °o°o°o°o° o 0 0 0 0 0°0°0°0°0 0000°0°00 °o°0°0°0° ° ° ° ° BACKFILL TRENCH, AND TAMP GROUND AS SHOWN .IN DIAGRAM ABOVE. 0 0 0 0 0 0 0 0 o CORRUGATED HDPE PIPE o 0 0 0 0 000000000 0000o0o0o '0.0,0000 000000000 00000000000 000000000 000°000°0 ADS N-12 OR EQUAL 000000000 4. REMOVE' SILT AND DEBRIS BEFORE ONE FOOT ACCUMULATION OCCURS AT THE 000000000 """000 000°000°0 000000000 000000000 0°0°000°0 00,000000 000000000 000000000 0„0,.0.,0„ o 0 0 0 aoaoaoaoa0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 °o°o°o aoaoaoaoa° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0°o0o0o°0°o FENCE LINE. 0000000 000 000000000000000 0 000 0 000 0 00000 00 00000000000 000 00000 0 0 0 0 0 0 0000000000000000 PROPOSED SECTIONAL PLATE 3/4" - 1 1/2" 3/4" - 1 1/2" 1000 GALLON PRECAST SILT FENCE INSTALLATION DOUBLE WASHED STONE 3'X3' LEACHING TRENCH DOUBLE WASHED STONE H-20 CATCH BASIN 4 STRUCTURES WHERE SHOWN 6'OX6'-8" SHOREY SOLID 4' MIN. AROUND PIT BETWEEN 4' MIN. AROUND PIT SEE TRENCH CROSS SECTION BASIN H-20 OR EQUAL INVERTS LEVEL AT EL. 45.0 1 " = 1 '- O" Q DRAINAGE SYSTEM DETAIL H-20 RATED F&G LeBARON LB268-3 H-20 OR EQUAL BUILDING DOWNSPOUTS C LOAM & SEED MANHOLE FRAME AND COVERS NOT TO SCALE ALL DISTURBED LABELED "DRAIN" 6 LOAM & SEED DISTURBED AREAS DRILL (2) 1"0 HOLES IN COVER _ AREAS (TYP,) DIX\ SEE PLANTING PLAN BY(TYP.) CLEANOUT HAMLYN CONSULTING FOR 1f 2'-3" CALIPER TREE TO GRADE POND SIDE OF BUILDING W (LOW MATURE HEIGHT VARIETY ONLY) 000 0 \ 0 01>00 ADJUSTING BLOCKS/H-20 RISER MORTAR ALL COMPONENTS WIDEN BERM TO 18" X 6" AT 6"OSCH-40 PVC AT 2% MN. (TYP.) FINISH COURSE BASINS (TYP.) FROM ROOF DRb.. , d MASS DPW PROP.H-20 F&G I_ 18" I f (TYP.) 1fOP STRUCTURE EL LISTED ON PLAN 2' X 2' GRATE / TYPE 11 LeBARON LF248-2 OR EQ. 6"OSCH4) ROOF DRAIN TO DRANAGE 2% MIN. 0oo0000 o 0 0 0 0°0°00000 4" MIN. PEASTONE 0,000°0 0O°°°0000 AND MIRAFI 140NS0000.00 00 000000000 REINFORCED NEW BLACK RUBBER 00000 6'-8' X 6'0 00000000o FABRIC OVER STONE HOSE (1/2" ID) n 0°0000000 H-20 I 000000000 CV 000000020 t0 0°0°0°0°0 1000 GAL o 0 0 0. d D _ A - 000000000 o 0 0 0 0 000000000 0000°0°00 DOUBLE STRAND 12 GA F-1 H LEACHPIT 0 0 0 0 ROOF DRAINS o0000000o SHOREY OR EQUAL o00000000 n GALV ANNEALED TWISTED WIRE /, NOT TO SCALE °0°000000 0 00°0°0° TREE WRAP. LAP ENDS DOWN 00000000o 000000000 �1 /I DO NOT STAPLE ADJUSTING COURSES AS RE D. a°a�a°a°a o 000 0 oz 00000000000000000000000000000000000000000000000000 MORTAR ALL COMPONENTS gTYP.) 0 0 0 0 0 0 0 11 3 STAKES EQUALLY SPACED BINDER COURSE , AROUND TREE 2 1/2'x2 1/2"x10' 3/4" - 1 1/2" 1 I� SSPACED l'-O'TAINED DARK BROWN. 4'VCOLLAR DETAIL DOUBLE WASHED STONE 1, STAKES DRIVEN AT ANGLE AND NOT TO SCALE 4' MIN. AROUND PIT BED FRAME IN FULL 12" X 12" ,� /� PULLED VERTICAL WITH WIRE CONCRETE COLLAR FLUSH & 6" UNDER PIT ` II MIN 4'-0" BURIED WITH PHA COAT BASE ASPHALT USE FOR ALL CATCH BASINS 3000 PSI CLASS I MIN. ROOF DRAIN SECTION ,, MIN 3" DEEP SAUCER MIN H-20 PRECAST RISER (TYP.) NOT TO SCALE 3" DEPTH SHREDDED BARK MULCH 24" I.D. MORTAR ALL COMPONENTS (TYP. 4� �.•'.�-: __ REMOVE BURLAP FROM TOP " HALF OF ROOTBALL 6" LOAM & SEED ALL DISTURBED AREAS NOT PAVED. 12"X3" CAPE COD BERM INTEGRAL WITH TOP COURSE I I r COMPACTED SUB-GRADE 1" TOPCOAT MASS DPW I SOIL MIX 1 TYPE 11 / 2" BINDER z I' 0 0 00000000000000000 TH 1 SOIL EVALUATOR: DANIEL A. OJALA PLS, SE TH2 SOIL EVALUATOR: DANIIEL A. OJALA PLS, SE °0°�°0 °o°°°°° °o°°°° N BOH: DONALD DESMARIS, RS BOH: DONALD DESMARIS, RS _ MIN MIN EXCV. REID ELLIS, ELLIS BROS. EXCV. REID ELLIS, ELLIS BROS. EXTEND GRAVEL 6" MIN, 12" PROCESSED GRAVEL DATE: 5-10-05 DATE: 5-1 0-05 PAST EDGE PAVE MDPW M1.03.1 VIB. ROLLER COMPACTED TREE PLANTING DETAIL REMOVE TOP & SUBSOIL COMPACT SUBGRADE NOT TO SCALE EL. 54.0 0" EL. 53.0 O" NOTE: REMOVE FROST SUSCEPTIBLE MATERIAL TO A DEPTH OF 36 BELOW FINISHED GRADE. A HORIZON A HORIZON REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL LOAMY SAND LOAMY SAND (LESS THAN 10% PASSING #200 SIEVE) 10YR 3/2 4„ 10YR 3/2 4„ NOTE: COMPACT ALL FILL IN 6" LIFTS TO 95% MOD. PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. DETAIL SHEET 4 B HORIZON B HORIZON PAVEMENT CROSS SECTION I I LOAMY SAND LOAMY SAND Tv I 10YR 5/8 10YR 6/6 NOT TO SCALE TO �rrO �il, 1 10% COBBLES 5% COBBLES 1 l.l. EL 51 .0 36„ EL. 50.2 34" Or/4gSs9C' (N OF 1,4 ASs9� I I LOCATION OF TEES MUST BE `� cn O DIRECTLY UNDER OPENING. ARNE tiG o� ARNE H tiG ff rr SUPPORT WITH STAINLESS STRAP o A o CIVIL I A TO RISER. 1-i Cl HORIZON ND.26348� N U No. VIL92 Cl HORIZON COARSE SAND BOTTOM PERC AT 48" MEDIUM/COARSE SAND 0`�P �s 1STE� 2.5Y 6/6 24 GAL GONE IN 3:45 2.5Y 6/6 URV !ON # 1545 O 132 - - -- EWE Cl ERC RATE: <2MIN/IN. BOTT PERC 24 GO M GONE AT 5 31 Cl PERC RATE: <2MIN/IN. OFFICE BUILDING EL. 43.7 123" EL. 42.0 132" fax 5o8 3s-sso NIS9 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED NOTE: POND ELEV. 33.4 12/17/04 SCALE 1 " =20' DATE : 3-3-05 down cope engineering, in c. REVISED: 3-23-05 (SPR COMMENTS) Cl VIL ENGINEERS REVISED: 5-10-05 (TEST HOLE LOGS) TESTHOLE , LOGS LAND SURVEYORS REVISED: 7-1 1 -05 (NOTES) TEE LOCATION 939 Moin Street - YARMOUTHPORT, MASS. O C 2005 DCE N.T.S. SHEET 8 OF 8 03-172 JOB # 03-172 y STAMP: N 00 Lu °° 00 m c? N Q N N C? c7 00 co 66 O O O � � V d Q � w U z a ui LL U V 1 Z Lo LU w .N CD --160'-0 Q w 5o'-on j_-_F-50'-0" ( 50'-0n I j 1 o'-0n j cor o �L I I -fi e� o / n r » r n r n / nl / n 1 1 1 ) > r 1 r n ' > n e > l n / �® J O 1 —4 14—0 19—4 19—0 1 -0 24—0 20'-0' 10—0' 10—0" 24—0 19 —0 1-0 9—0 1 —0 0 - ---------- -------- -- ---------- ■� N �_— ---- —-—-—- - --_— _.•------------ --- ---- -__ ----------- —-—-—-—-—-—-—- -------------- _ a I I o I 1 CONCRI TE PATIfl i 1 0 j j I I 1 1 1 - - --= , 1 - - --- _---__ — }--------------------------- --'------ t-------- — — ------------------1------------__ 1 0 1 M - � I I M I I I ► I I I I I co coC� I j - 1--_-- ---' - ------------ ---------------- __-----;-----_—__----------' -------------___ C� N I T- I I I I co 1 I I l I f STAIR#2 00 I UP 1 1 , rr co co �) 1 1 I I I I I I 1 7ONING DIS'sRICT LINE-R-SIDELvl _1," I �� -------- — _ . o I HIGHWAY BUSINESS I y. ° w 1 b ,. 1 -- > --- - -------- —�- ___---------- -—- �. 1 1 I j j j j ----- ----- -- - -------- -- - �.6—tL Lo �... F O d LoLo —� I _— I I _ r-- MEWS � _ �--- ROOM ' 7AN. 1 ; 1 i ELEV. MAIN SPRINKLER" ' 1 1 CD 0 1 -NTRANCE LEVAT M I MACH. ELECTRIC SERVICE i o I .o 3Ty r ( roa ROOM ROOM ROOM DF ^ i 1 I , I , WOMEN s sTOR: 1 I _ _ R{JOM STO .. L L={ 1 TAIR - -`I : ; 1 � TITLE: { I . t ---1------- �-�srL . I I-;--- --- -- --;;- --1-----------.._._._.._--__1 _-------� � 1_— I mill 1I--a-nIII1III 'IIImIIIIII-iIItIII�-1IIf1IIr-r-InI I-1I -I 1II1�1It-I---I11I1r_-1_lnIil1I�1I_I_ III�III'IIIILIIII -,IIIlrfII---II--1IIIIIIII1 JIiIlf�-T1IIIIIIfLI—1 III LII--_ �_— „ _ JI_JL ------- -—-—-—- ------- 411 -1- 4 -4�: _ -�1--1"il Il- il- r-u--n "ir- --Ir- -IIII I III iii1 1I1 FIRST FLOOR PLAN I I I 1 I �— -' 1 11 II it II PI II I4 ❑ I II II 11 II ❑ u u n u u ii n u 1 i ; I I 11 � 1 II DATE ISSUED: REVISED AREA 2/46/2005 2 / 8 / 2005 " REVISIONS: 13T FLOOR AREA 2/16/05 - MODIFIED FOOT PRINT COMMON AREA 1437 SF FIRE STAIR 200 SF 2/23/05 - SITE PLAN REVIEW LEASABLE OFFICE AREA 6895 SF SUBTOTAL GROSS AREA 8532 SF 2ND FLOOR AREA COMMON:-AREA 1477 SF FIRE STAIR 200 SF LEASABLE OFFICE AREA 7429 SF DRAWN BY: I BD SUBTOTAL GROSS AREA 8606 SF --a PROJECT #: C-001-05 TOTAL GROSS AREA OF ENTIRE BUILDING 17335 SF DRAWING NO,: �0 oP 17 A 1 -1 cul TH1 SOIL EVALUATOR: DANIEL A. OJALA PLS, SE TH2 SOIL EVALUATOR: DANIEL A. OJALA PLS, SE BOH: DONALD DESMARIS, RS BOH: DONALD DESMARIS, RS f EXCV. REID ELLIS, ELLIS BROS. EXCV. REID ELLIS, ELLIS BROS. DATE: 5-10-05 DATE: 5-10-05 EL. 54.0 A HORIZON EL. 53.0 A HORIZON 0 �sJ 1 LOAMY SAND PROPOSED / I h LOAMY SAND DRAIN .GE I o II 10YR 3/2 10YR 3/2 INFILTP TION PITS I 4 ,4" \ AND TRENCHES / SEE DE-TAILS / 1 I i B HORIZON B HORIZON / ► // LOAMY SAND LOAMY SAND s / rH� 10YR 5/8 10YR 6/6 / 10� COBBLES 5% COBBLES /I , i W is?, EL. 51 .0 36" EL. 50.2 34" 100P. RES�R E ARE,4 / / / / KL. 7'2 / / '\ / ff 1 C1 HORIZON C1 HORIZON COARSE SAND BOTTOM PERC AT 48" MEDIUM/COARSE SAND / 24 GAL GONE IN 3:45 2.5Y 6/6 2.5Y 6 6 J � � . 1/ o / / /1 � l C1 PERC RATE: <2MIN/IN. BOTTOM PERC AT 50 c, 36 X 50 LEACH F ELD � h 1332�GPD �h , 1 I / ��"1 i 24 GAL GONE ird 5:31 C.B. F1 . /rdP� F;#N C1 PERC RATE: ,2MIN/IN. / ,. 1 i► i I i I DISPL./ � �" 066' OP STRUCTURES\ EVEL AT EL. 47.0 \M.'S EL. 45.0 / /\ ' ( !Q f I If I / 'f�/I EL. 43.7 -j $ i Qi� i i I I $ l l l 1 /` / 1 I 123 EL. 42.0 132" Li $ } �}�� } } �i} Cn � 1 / / / # // I NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED 48.8] $ o �, I C, / NOTE: POND ELEV. 33.4 12/17/04 w RIM 49.3 �sD✓ $ i Nio i i IT I $ N 48.8 V. OUT PROPOS EL. 45.7 } I} I� I I/ ,` / 45.8 YDRANT BENC RK: BOTTO w I f2 I .A / / OF CQN!C. URBL Ou" S AT CORNER 48. 4. 1 4. ' OV6CK RI — _ S BRI \C 4� 5 RIM OUT 4" MANIFOLD \ �.. \ 1 \ ' 01 DERB �.^ \ \ ��" w / EL 45.0 WNGHAM,� .._.�`` NO PARKIN ,,. iRE LANE SIGN `5G, DB \ f}RE HO ( .: NECTION 4'OX 6' HIG / WSJ \ I / ca AMPHIDROME !1/A SYST 4000 GA P/C \ / 4500 GAL S/T a \ \ VALVE PIT ( , 1 19 PROP%ED OFFIC BUILDING / �' o8 32�FT FLR (St 1,F3� Fa 8 6 SF b FLR 17,33 SF TG9TAL IRST FLOOR E A, ION 50.0 1 M71T Ad pg •am �k ae.. LOCATION 9, S mm E.:.°.. «! n;:.reeswxur. •st3ae� m� uou w. :_.,.::n�.iar. s f 20 0 20 40 60 Feet SCALE: 1' = 20' „ ' s° DANIEL s� o A. c' OJALA 071FICE BUILDING Z__ I off 508-362-4541w fax 508 362-9880 � t. I N SCALE 1 " -20' DATE 3-3-05 down cape e/�girl eerie q, i°� C. REVISED: 3-23-05 (SPR COMMENTS) REVISED: 5-10-05 TEST HOLE ClVIL., ENGINEERS ( LE LOGS- SHEET 10) LAND SUR UEYORS 939 Main Street YARMOU THPOR T, MASS. w ©2005 DCE i. SHEET 10 03-172 JOB # 03-172