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HomeMy WebLinkAboutMiscellaneous - 500 GREAT POND ROAD 4/30/2018 500 GREAT POND ROAD d 210/064.0-0006-0000.0 1 J, \ o"'EWER" n NORTH READING 664-3f)06 ., READING 944.4420 NO.ANDOVER 687.4420 ` t , Polert G• eon nc. REG.PROFESSIONAL EN61NEEkS AND LAND SURVEYORS }t 178 PARK STREET ERICH W.NITZSCHE L' NORTH READING.MASS. -ter- DEP has prodded this form for use,by local Boards of Health. Other forms may be used.but the information must be substantially the same as,that provided here.Before usingr this farm,check with your local Board of Health to determine the form they use.The System Pumping Record-must be:.submitted to the local Board of Health or other approving authority within 14 days from the pum i to In accordance with-310 CMR 15.351. A. Facility Information p � 'to" vuhen MINN aur t. System Location: forms a�the �lr NSR AN®6V�R coal r:use �--- 45ALTW®EPARTMEN°T - orty the tab key Address to ma"yow ¢ N la41ir M cursor-do not CEtYfrom slate Zip Code use Me retum key. 2. System Owner: Nam 11�fdress{il different from locatiori) Stagy _ = La.--?t_wY__ Telephone Number B. Pumping Record 1. Date of Pumping Date l7 41— 2. Quantity pumped. �llons Date Gallons OrPw:4 3'. Type of system: ❑ Cesspool(a) " aepk Tank d Tight Tank ❑ Grease Trap ❑ other(describe): _. _. - - -- .......-- ..._. . ....._.. _. . _.. . _. 4. Effluent Tee Filter present? Q Yes ?No If yes, was it cleaned? ❑ YesVo, 5. Condition of System: 6. System Pumped By. Name r / VeNde Ucense.Numper Company 7. Location where contents were disposed: -----•:Earth Source 1nc,_.. - '- -dw ate' - - •— - --- nature of Hauler � �� SignBtute of Receive I . n,MA-82767 ae« 151brmCdoct MMS System Primping Remd Page i of i RECEIVED Commonwealth of Massachusetts JUL v 1014 Cit /Town o f TOWN OF NORTH ANDOVER Y F""��TDEPA t-I RTMENT System Pumping Record NORTH ANDOVER ij Form 4 y DEP has provided this form for use by focal Boards of Health. Other forms may be used,but the information must be substantially the same as that provided here. Before using this form,check with your local Board of Health to determine the form they use.The System Pumping Record must be submitted to the local Board of Health or other approving authority within'14 days from the pumping date in accordance with 310 CMR 15.351. A. Facility Information Important: when filling out 1. System Location: / f © n n forms on the r00 ,19� v� G 01 .✓Lpq_ r:JG w'Y - �� l CUC computer,use _.... - - ------ ... - only the tab key Address �- to move your cursor•do not C lyrrown — Slate Zip Code use the return key. 2. 'System Owner: too- Name Address(if different from location) State Zip Code CityfTown �7 Telephone Number B. Pumping Record _ a0 2. Quantity Pumped: l y -- 1. Date of Pumping -..______ _._.___� Gallons Date 3. Type of system: ❑ Cesspool(s) ❑ Septic Tank ❑ Tight Tank [:?G/rease Trap ❑ Other(describe): 4. Effluent Tee Filter present? L] Yes Ee"No If yes, was it cleaned? ❑ Yes [�No 5. ConditionofSystem: 6. System Pumped By:: Vehicle�0�Number------------ — _---- --.... _ Name Company 7. Location where contents were disposed: Si�ureot a bate ---- -- Receivin---gFacil----it-y— Date Signature of 15form4.doc•03/06 System Pumping Record•Page 1 of t Of NORTH 7h 6999 'Town of North Andover ` '•�;, ::° ' HEALTH DEPARTMENT �SSACHU t CHECK#: 8 DA E: LOCATION: it . H/O NAME: nn CONTRACTOR NAME: V Type of Permit or License: (Check box) ❑ Animal $ ❑ Body Art Establishment $ ❑ Body Art Practitioner $ ❑ Dumpster $ ❑ Food Service-Type: $ ❑ Funeral Directors $ ❑ Massage Establishment $ ❑ Massage Practice $ ❑ Offal(Septic)Hauler $ ❑ Recreational Camp $ ❑ Sun tanning $ ❑ Swimming Pool $ ❑ Tobacco $ ❑ Trash/Solid Waste Hauler $ S ❑ Well Construction $ SEPTIC Systems: ❑ Septic-Soil Testing $ ❑ Septic-Design Approval $ ❑ Septic Disposal Works Construction(DWC) $ ❑ Septic Disposal Works Installers(DWI) $ ❑ Title 5 Inspector $ ❑ Title 5 Report $ Other:UndicatelIq $ � Health Ageri Initials White-Applicant Yellow-Health Pink-Treasurer TOWN OF NORTH ANDOVER Permit Number NORTH ANDOVER,MASSACHUSETTS 01845 A RTH Date Issued Expiration Date ��SSRCBiv�< RECEIVED SEP 0 8 214 Jackie's Law — Permit Application TOWN OF NORTH AND $tEALTH DEPARTMENT Pursuant to G.L. c. 82A §1 and 520 CMR. 7.00 et seq.(as amended) THIS PERMIT MUST BE FULLY COMPLETED PRIOR TO CONSIDERATION Name of Applicant Weed & Feed Inc. dba DHT Golf Phone Cell Street Address 508-746-3222 617-799-7762 8 Meadow Park Road, Unit#3 City/Town MA I ZIP Plymouth 02360 Name of Excavator(if different from applicant) Phone Cell Dahn H.Tibbett 508-746-3222 617-799-7762 Street Address 8 Meadow Park Road,Unit#3 City/Town MA ZIP Plymouth 02360 Name of Owner(s)of Property Phone Cell Street Address North Andover Country Club 978-687-7414 500 Great Pond Road City/Town MA ZIP N. Andover 01845 Other Contact Permit Fee Received N Y Description,location and purpose of proposed trench: Please describe the exact location of the proposed trench and its purpose(include a description of what is(or is intended)to be laid in proposed trench(eg;pipes/cable lines etc..)Please use reverse side if additional space is needed. Construct drainage structures, install new pipe and drain structures, construct new golf green and parking lots near clubhouse Insurance Certificate 04034331748 y c t Name and Contact Information of Insurer: Mike Gilbert, Desanctis insurance Company, 100 Unicorn Drive,Woburn,MA 01801 _Poficy Expiration Date:12/01/14 Dig Safe#:# 20143601221 Name of Competent Person(as defined by 520 CMR 7.02): Dahn H.Tibbett Massachusetts Hoisting License# HE 060871 Dahn H.Tibbett License Grade: 2A Expiration Date:7-10-2015 BY SIGNING THIS FORM, THE APPLICANT, OWNER, AND EXCAVATOR ALL ACKNOWLEDGE AND CERTIFY THAT THEY ARE FAMILIAR WITH, OR, BEFORE COMMENCEMENT OF THE WORK, WILL BECOME FAMILIAR WITH, ALL LAWS AND REGULATIONS APPLICABLE TO WORK PROPOSED,INCLUDING OSHA REGULATIONS,G.L. c. 82A,520 CMR 7.00 et seq.,AND ANY APPLICABLE MUNICIPAL ORDINANCES, BY-LAWS AND REGULATIONS AND THEY COVENANT AND AGREE THAT ALL WORK DONE UNDER THE PERMIT ISSUED FOR SUCH WORK WILL COMPLY THEREWITH IN ALL RESPECTS AND WITH THE CONDITIONS SET FORTH BELOW. THE UNDERSIGNED OWNER AUTHORIZES THE APPLICANT TO APPLY FOR THE PERMIT AND THE EXCAVATOR TO UNDERTAKE SUCH WORK ON THE PROPERTY OF THE OWNER, AND ALSO, FOR THE DURATION OF CONSTRUCTION,AUTHORIZES PERSONS DULY APPOINTED BY THE MUNICIPALITY TO ENTER UPON THE PROPERTY TO MONITOR AND INSPECT THE WORK FOR CONFORMITY WITH THE CONDITIONS ATTACHED HERETO AND THE LAWS AND REGULATIONS GOVERING SUCH WORK. THE UNDERSIGNED APPLICANT,OWNER AND EXCAVATOR AGREE JOINTLY AND SEVERALLY TO REIMBURSE THE MUNICIPALITY FOR ANY AND ALL COSTS AND EXPENSES INCURRED BY THE MUNICIPALITY IN CONNECTION WITH THIS PERMIT AND THE WORK CONDUCTED THEREUNDER,INCLUDING BUT NOT LIMITED TO ENFORCING THE REQUIREMENTS OF STATE LAW AND CONDITIONS OF THIS PERMIT,INSPECTIONS MADE TO ASSURE COMPLIANCE THEREWITH,AND MEASURES TAKEN BY THE MUNICIPALITY TO PROTECT THE PUBLIC WHERE THE APPLICANT OWNER OR EXCAVATOR HAS FAILED TO COMPLY THEREWITH INCLUDING POLICE DETAILS AND OTHER REMEDIAL MEASURES DEEMED NECESSARY BY THE MUNICIPALITY. THE UNDERSIGNED APPLICANT,OWNER AND EXCAVATOR AGREE JOINTLY AND SEVERALLY TO DEFEND,INDEMNIFY,AND HOLD HARMLESS THE MUNICIPALITY AND ALL OF ITS AGENTS AND EMPLOYEES FROM ANY AND ALL LIABILITY,CAUSES OR ACTION,COSTS,AND EXPENSES RESULTING FROM OR ARISING OUT OF ANY INJURY, DEATH, LOSS, OR DAMAGE TO ANY PERSON OR PROPERTY DURING THE WORK CONDUCTED UNDER THIS PERMIT. APPLICW SIGNATURE �J / DATE EXCAVATO SIGMA (IF RENT) / DATE OWNER'S SIGNATURE{IT FERENT) DATE: _ 7///V 2 1 P a g e loom=' CONDITIONS AND REQUIREMENTS PURSUANT TO G.L.C.82A AND 520 CMR 7.00 et seq. (as amended) By signing the application,the applicant understands and agrees to comply with the following: i. No trench may be excavated unless the requirements of sections 40 through 40D of chapter 82,and any accompanying regulations,have been met and this permit is invalid unless and until said requirements have been complied with by the excavator applying for the permit including,but not limited to,the establishment of a valid excavation number with the underground plant damage prevention system as said system is defined in section 76D of chapter 164(DIG SAFE); Trenches may pose a significant health and safety hazard. Pursuant to Section 1 of Chapter 82 of the General Laws,an excavator shall not leave any open trench unattended without first making every reasonable effort to eliminate any recognized safety hazard that may exist as a result of leaving said open trench unattended. Excavators should consult regulations promulgated by the Department of Public Safety in order to familiarize themselves with the recognized safety hazards associated with excavations and open trenches and the procedures required or recommended by said department in order to make every reasonable effort to eliminate said safety hazards which may include covering, barricading or otherwise protecting open trenches from accidental entry. Persons engaging in any in any trenching operation shall familiarize themselves with the federal safety standards promulgated by the Occupational Safety and Health Administration on excavations:29 CFR 1926.650 et.seq.,entitled Subpart P"Excavations". iv. Excavators engaging in any trenching operation who utilize hoisting or other mechanical equipment subject to chapter 146 shall only employ individuals licensed to-operate said equipment by the Department of Public Safety pursuant to said chapter and this permit must be presented to said licensed operator before any excavation is commenced; V. By applying for,accepting and signing this permit,the applicant hereby attests to the following:(1)that they have read and understands the regulations promulgated by the Department of Public Safety with regard to construction related excavations and trench safety; (2)that he has read and understands the federal safety standards promulgated by the Occupational Safety and Health Administration on excavations:29 CMR 1926.650 et.seq.,entitled Subpart P"Excavations"as well as any other excavation requirements established by this municipality;and(3)that he is aware of and has,with regard to the proposed trench excavation on private property or proposed excavation of a city or town public way that forms the basis of the permit application,complied with the requirements of sections 40- 40D of chapter 82A. A. This permit shall be posted in plain view on the site of the trench. For additional information please visit the Department of Public Safety's website at www,mass.aov/dM 3 1 P a g e Summary of Excavation and Trench Safety Regulation, (520 CMR 14.00 et seg.), This summary was prepared by the Massachusetts Department of Public Safety pursuant to G.L.c.82A and does not include all requirements of the 520 CMR 14.00. To view the full regulation and G.L.c.82A,go to www/mass.gov/dps Pursuant to M.G.L. c. 82, § 1, the Department of Public Safety,jointly with the Division of Occupational Safety, drafted regulations relative to trench safety. The regulation is codified in section 14.00 of title 520 of the Code of Massachusetts Regulations. The regulation requires all excavators to obtain a permit prior to the excavation of a trench made for a construction-related purpose on public or private land or rights-of-way. All.municipalities must establish a local permitting authority for the purpose of issuing permits for trenches within their municipality. Trenches on land owned or controlled by a public(state)agency requires a permit to be issued by that public agency unless otherwise designated. In addition to the permitting requirements mandated by statute, the trench safety regulations require that all excavators,whether public or private,take specific precautions to protect the general public and prevent unauthorized access to unattended trenches. Accordingly,unattended trenches must be covered,barricaded or backfilled. Covers must be road plates at least V thick or equivalent;barricades must be fences at least 6'high with no openings greater than 4" between vertical supports; backfilling must be sufficient to eliminate the trench. Alternatively, excavators may choose to attend trenches at all times,for instance by hiring a police detail,security guard or other attendant who will be present during times when the trench will be unattended by the excavator. The regulations further provide that local permitting authorities,the Department of Public Safety,or the Division of Occupational Safety may order an immediate shutdown of a trench in the event of a death or serious injury;the failure to obtain a permit; or the failure to implement or effectively use adequate protections for the general public. The trench shall remain shutdown until re-inspected and authorized to re-open provided, however,the excavators shall have the right to appeal an immediate shutdown. Permitting authorities are further authorized to suspend or revoke a permit following a hearing. Excavators may also be subject to administrative fines issued by the Department of Public Safety for identified violations. Summary of 1926 CFR Subpart P-OSHA Excavation Standard This is a worker protection standard,and is designed to protect employees who are working inside a trench. This summary was prepared by the Massachusetts Division of Occupational Safety and not OSHA for informational purposes only and does not constitute an official interpretation by OSHA of their regulations,and may not include all aspects of the standard. For further information or a full copy of the standard go to www.osha goy. Trench Definition per the OSHA standard: o An excavation made below the surface of the ground,narrow in relation to its length. o In general,the depth is greater than the width,but the width of the trench is not greater than fifteen feet. • Protective Systems to prevent soil wall collapse are always required in trenches deeper than 5',and are also required in trenches less than 5'deep when the competent person determines that a hazard exists. Protection options include: o Shoring. Shoring must be used in accordance with the OSHA Excavation standard appendices,the equipment manufacturer's tabulated data,or designed by a registered professional engineer. o Shielding(Trench Boxes). Trench boxes must be used in accordance with the equipment manufacturer's tabulated data,or a registered professional engineer. o Sloping or Benching. In Type C soils(what is most typically encountered)the excavation must extend horizontally 1 %z feet for every foot of trench depth on both sides,I foot for Type B soils, and%foot for Type A soils. o A registered professional engineer must design protective systems for all excavations greater than 20'in depth. continued 4 P a g e -----__.-_. a t • Ladders must be used in trenches deeper than 4'. a Ladders must be inside the.trench with workers at all times,and located within 25'of unobstructed lateral travel for every worker in the trench. o Ladders must extend 3'above the top of the trench so workers can safely get onto and off of the ladder. • Inspections of every trench worksite are required: o Prior to the start of each shift,and again when there is a change in conditions such as a rainstorm. o Inspections must be conducted by the competent person(see below). • Competent Person(s)is: o Capable(i.e.,trained and knowledgeable)in identifying existing and predictable hazards in the trench,and other working conditions which may pose a hazard to workers,and o Authorized by management to take necessary corrective action to eliminate the hazards. Employees must be removed from hazardous areas until the hazard has been corrected. • Underground Utilities must be: o Identified prior to opening the excavation(e.g.,contact Dig Safe). o Located by safe and acceptable means while excavating. o Protected,supported,or removed once exposed. • Spoils must be kept back a minimum of 2'from the edge of the trench. • Surface Encumbrances creating a hazard must be removed or supported to safeguard employees. Keep heavy equipment and heavy material as far back from the edge of the trench as possible. • Stability of Adjacent Structures: o Where the stability of adjacent structures is endangered by creation of the trench,they must be underpinned,braced,or otherwise supported. o Sidewalks,pavements,etc.shall not be undermined unless a support system or other method of protection is provided. • Protection from water accumulation hazards: o It is not allowable for employees to work in trenches with accumulated water. If water control such as pumping is used to prevent water accumulation,this must be monitored by the competent person. o If the trench interrupts natural drainage of surface water,ditches,dikes or other means must be used to prevent this water from entering the excavation. • Additional Requirements: o For mobile equipment operated near the edge of the trench,a warning system such as barricades or stop logs must be used. o Employees are not permitted to work underneath loads. Operators may not remain in vehicles being loaded unless vehicles are equipped with adequate protection as per 1926.601(b)(6). o Employees must wear high-visibility clothing in traffic work zones. o Air monitoring must be conducted in trenches deeper than 4'if the potential for a hazardous atmosphere exists. If a hazardous atmosphere is found to exist(e.g.,02<19.5%or>23.5%,20% LEL,specific chemical hazard),adequate protections shall be taken such as ventilation of the space. o Walkways are required where employees must cross over the trench. Walkways with guardrails must be provided for crossing over trenches>6'deep. o Employees must be protected from loose rock or soil through protections such as scaling or protective barricades. - -------—---- ---._....---------------------_ --- 5 Page ACiQ1�v" OP ID: TD CERTIFICATE OF LIABILITY INSURANCE DATn9104DIYYYY, 09/04/14 THIS£ERTIFI ATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT DeSanctis Insurance Agcy,Inc. Phone:781-935-8480 NAME: 100 Unicorn Park Drive Fax:781-933-5645 PHONE �FI Woburn,MA 01801 {AIC�No,Ext): �LtA1Ci�_ AX E--MAIL ADDRESS: PRODUCER CUSTOMER ID M:WEED&-1 INSURED Weed&Feed,Inc,dba DHT Golf — INSURER{S)AFFORDING COVERAGE NAIC p INSURER A:CNA Insurance Companies 8 Meadow Park Rd. -.1,—.. Plymouth, MA 02360 INSURER 9:The Hartford INSURER C: — INSURERD: — -- — —�--- - --- -- iNSURER E: -- —�� -- COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW.HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES-LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS- INSR —'ADDL ST LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFF ; POLICY EXP — MMIDDNYYY MM/DDNYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE_ 5 1,000,000 A _X COMMERCIAL GENERAL LIABILITY 04034331748 12101/13 12/01/14 pR M SEss[aENT encs— s 100,00 _ _CLAIMS MADE i-XJ OCCUR I MED EXP(Anyone person) {$ 5,000 X XCU _ _ i I PERSONAL R ADV INJURY I$ 1,000,00 X iContract Liab (GENERAL AGGREGATE $ 2,000,000 GENT AGGREGATE LIMIT APPLIES PER ! PRODUCTS-Cl 'T AGG $ 2,000,000 PRD I I POLICY X I l�LOC I I G $ AUTOMOBILE LIABILITY — COMBINED SINGLE LIMIT F ANY AUTO (Ea accident) 1,000,000 ALL OWNED AUTOS L BODILY INJURY(Per person) s ... _ A X f SCHEDULED AUTOS 4034331765 12/01/13 12/01/14 rBODILY INJURY(Per accident)'$ PROPER � X HIRED AUTOS ! TY DAMAGE �$ (Peraocident) l �X l NON-OWNED AUTOS j I '—�---)$ UMBRELLA LIAB OCCUR I I s (EACH OCCURRENCE �$ EXCESS LIAR 1 CLAIMS-MADE AGGREGATE s DEDUCTIBLE — -- — _ S RETENTION S — WORKERS COMPENSATION $ AND EMPLOYERS'LIABILITYWC STATU- 0TH. B ANY PROPRIETOR/PARTNER/EXECUTIVE YIN x.:.TQLY LiMiTS-__ —EB. _— OFFICER/MEMBEREXCLUDED? FNJNfA 08WECC13112 01/01/14 01/01/15 ELEACH ACCIDENT S 500,00 (Mandatory in NH) I;yes.tlesaibe under MA,GT i E.L.DISEASE-EA EMPLOYE s 500,000 • DESCRIPTION OF OPERATIONS below _ I E.L.DISEASE-POLICY LIMIT S 500,000 A Pollution Worksite IC4034331748 12/01113 12!01/14 Limit 100,000 DESCRIPTION OF OPERATIONS t LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) I'ADDITIONAL INSURED LIMITS ARE NO GREATER THAN REQUIRED BY WRITTEN CONTRACT" Evidence of Coverage. Town of North Andover is listed as Additional Insured. CERTIFICATE HOLDER - - CANCELLATION NANDO-4 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE North Andover Country Club THE EXPIRATION DATE THEREO , OTICE WILL BE DELIVERED IN PO BOX 99 ACCORDANCE WITH THE P ICY PR I IONS. 500 Great Pond Road 1 North Andover, MA 01845 AUTHOdhE�j D REPRESENTATIVE ©1888-2009 ACORD CORPOkAT'ION. All rights reserved. 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Other forms may be used,DEP has provided this form for use e sameas,thatsprovided here. Before using his form,check with your information must be substantially t local,Board of Health to determine the form they use. within 14 dapumping from Record must be submitted to e pumping date to t'r�e local Board of Health or other approving authority accordance with 310 CMR 15.351. A. Facility Information Importan°: System Location: When aline out y Cj forms on the 5-0 f1` - computer,use --..._.. . only the tab key Address (//Yy ......_ A/ _- eo c'yGv�'� Zip Code i0 mOve your /[/ .. . . --- .. -- .. . State cursor-do not ,ity(rown - use the return key. 2. System owner: *fame Address if different from Location} — - Zip Code City(rown Telephone Number -B. pumping Record Quantity Pumped: Gauons Date of Pumping Date Tight Tank [ease Trap 3. Type of system: ❑ Cesspool(s) Septic Tank E] 9 Other(describe) - - - - o if yes, was it cleaned? ❑ Yes ❑ No 4. Effluent Tee Filter present. C] Yes ©� 5. Condition of System: 6. System Pumped By: 7!� ------ —---- Vehicle License Number Name company._... 7. Location where contents were disposed: _- ._.._.. ._...__..._. ._. Date signature of Hauler Signature of Receiving Facility System Pumping Record•Page t of 1 i5iOTn4.doC•03106 Commonwealth of Massachusetts City/Town of System pumping Record NORTH ANDOVER Form 4 DEP has provided this form for use by local Boards of Health. Other forms may be used,but the ck with your information must be substantially the same as that provided here. Before g Record form,st be submitted to local Board of Health to determine the form tauthoSity within 14 daThe Systemy from the pumping dare in the local Board of Health or other approving accordance with 310 CMR 15.351. A. Facility information Important: When filling out 1. System Location: , forms on the computer,use ("x/_— only the tab key Address to move your �i. _. �� Zip Code cursor-do not - State City(Town use me return key. 2- System Owner. Name Address(if different from Location) — Zip Code - State cityfrown Telephone Number B. Pumping Record / � 1.D Z ` 2. Quantity Pumped: Gallons 1. Date of Pumping Date 3. Type of system: Cesspool(s) E] Septic Tank ❑ Tight Tank Greaserffs— ❑ ❑ Other(describe): - — -- Yes ❑ No if uur�e ji led? E] Yes E] No 4. Effluent Tee Filter present. E] Etch 1950 BroadWaY 5. Condition of Syste `vIA 02767 6. System Pumped By: Vehicle License Number ��.�_� • Name Company J0 1 7- Location where contents were disposed: TOWN OF NO tiTH ANDOVER _. ._.__ Date Signature of Hauler Signature of Receiving Facility s System Pumping Record•Page t of 1 ' 15form4.doc•03106 , J 4 �r n7A7nA InAIl 05/0112000 Commonwealth of Massachusetts Form 4--System Pumping Record0. % Massachusetts f System Pumping Record System Owner System Location North Andover Country Club North Andover Country Club 500 Great Pond Rd 500 Great fond Rd North Andover, MA, 01845 North Andover, MA, 01845 (978)-687-7414 x 3 (978)-804-3981 x Steve x. Type: Emergenc Routine r? Cesspool: No Yes Septic Tank: No Yes Date of Pumping: 13 Quantity Pumped: Gallons �G System Pumped By: Wind River Environmental,LLC Contents Transferred to: SEF, l 31013 TOWN OF NORTH ANDOVER HEALTH DEP_P Arn, Contents Disposed at: Earth Source Inc. Ra 1950 Broadway f Date: Pumper Signature: Condition of System/Other Comments ® Printed on recycled paper Dep Approved Form-12/07/95 RECEIVED �L\ Commonwealth of Massachusetts 11 il '19 2013 City/Town of 'j 'M OF NORM AfWVM I System Pumping Record NORTH ANDOV _FH IMPARnMUT Form 4 DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the farm they use.The System Pumping Record must be submitted to the local Board of Health or other approving authority within 14 days from the pumping date in accordance with 310 CMR 15.351. A. Facility Information Important: When filling out 1. System Location: forms on the ' and computer,useonly the tab key Address S to move yourj _ - cursor-do not City/Ton State Zip Code use the return w key. 2. System Owner: Name Address(if different from location) --- —- — - --- City/r vn — State Zip Code Telephone Number B. Pumping Record Iwo 1. Date of Pumping Date 2. Quantity Pumped: Gallons 3. Type of system: ❑ Cesspool(s) ❑ Septic Tank ❑ Tight Tank ❑ Grease Trap (Other(describe): U�-- -- - — 4. Effluent Tee Filter present? ❑ Yes /No If yes, was it cleaned? ❑ Yes /No 5. Condition of System: 6. System Pumped By: Jw'n Ga110.n�- --- Name1 Vehicle License Number r,t) EnyiyoY1Y (AQ Company 7. Location where contents were disposed: ' No tb A MA. )Siture t Hauler Date of Receiving Facility — Date t5form4.doc•03/O6 System Pumping Record•Page 1 of 1 f Y U y North Andover CountryClub North Andover, MA o 0 F. Proposed Renovations to the Existing Barn and Barn Extension Q N V fA _ U� Z_a Z=Fangg WWz 3wi �W � wi Zic 2 Z o I W W i mN � J ® U ® ® ®® _..--- C - O d V O *1 W ♦, N O ++ W V t9 m > O > C ayC m ARCHITECT STRUCTURAL ENGINEER ELECTRICAL ENGINEER MECHANICAL ENGINEER GENERAL DESIGN CRITERIA tO. C O O *1 MICHAEL KEANE ARCHITECTS EMANUEL ENGINEERING INC. CHARLES E.COTE,P.E. ANDERSON CONSULTING L MASSACHUSETTS STATE BUILDING CODE 6TH EDITION 'X > 101 KENT PLACE 118 PORTSMOUTH AVE PO BOX 499 ENGINEERS X � NEWMARKET,NH 03851 SUITE A202 HAMPSTEAD,NH 03841 194 FORT POINT ROAD - USE GROUP: A-3 (ASSEMBLY USE) TEL: (603) 292-1400 STRATHAM,NH 03885 TEL: (603) 329-4540 ALTON BAY,NH 03810 - CONSTRUCTION TYPE 56 COMBUSTIBLE UNPROTECTED AS PER TABLE 601C C TEL: (603) 112-4400 TEL: (603) 815-8383 - TOTAL AREA ® BARN/BARN EXTENSION : 2052 50 FT a - OCCUPANCY LOAD® BARN/BARN EXTENSION: UNGONGENTRATED C CONTACT: CONTACT: CONTACT: CONTACT: (TABLES 4 CHAIRS) I5 NET = 136 MICHAEL KEANE,A.I.A. FRED EMANUEL,P.E. CHARLES E.COTE,P.E. MICHAEL ANDERSON,P.E. ROBERT COULD - MAXIMUM MEANS OF EGRESS DISTANCE ALLOWABLE: 250 FT Z - RENOVATIONS TO HAVE FIRE PROTECTION SYSTEM PREPARED FOR: Morew�Welch Go. Bl Beech Roatl Exeter,NN O3B33 ARCHITECTURAL DRAWING LIST: STRUCTURAL DRAWING LIST: ELECTRICAL DRAWING LIST: MECHANICAL DRAWING LIST: DESIGNED BY: Tl -Title Sheet Sl -General Notes&Typical Details El -Notes and Legends Ml Mechanical Plan CHECKED BY: AI -New First Floor Plan S2 New First Floor Framing Plan&Sections E2 Lighting Plan M2 Mechanical Sections,Schedules, DRAFTED BY: RHG RENOVATED AREA A2 -New Roof Plan S3 New Roof Framing Plan&Sections E3 Power and Riser Plan Nous,&Symbols CHECKED BY: FSE ST/WP: BARN A3 -Street Elevation,Side Elevation,&Rear Elevation S4 -Sections&Details E4 -Trench&PP3 Plan EXTEN51ON;r t .:BARN; A4 -Key Plans E5 -Mechanical Power Plan -IRREXl -Modifications to the Existing Cart Shed E6 Fire Alarm Plan ,... 9•x.07 D Title Sheet JOB,#: 07-108 CC?y SCALE: NOTED FILE DwG: I OF 1 T 1 ]L q'_2••s 36'-O'z 29-0': DOOR SCHEDULE 11,_q,. 12,$. I I'-9' 8'-8" 11'_8• B._8,. RE-BUILD STAIRS TO PROVIDE NEW 42 HIGH 1(n�D DOOR 51ZE DOOR DESCRIPTION JAMB FIRE RATING HARDWARE MEET A MAXIMUM P15ER GUARDRAIL 1 BALLUSTERS DESCRIPTION JAMB/DOOR SET O HEIGHT OF l'AND A MINIMUM SPACED AT NOT MORE THAN ~ TREAD DEPTH OF 11" 4'APART (2)3'-0'xT-O"cl'ai' HOLLOW METAL SOLID STEEL KNOCK 90 MIN LABEL SET'I LLO PROVIDE SOLID RISERS GORE W/5'x20'WIRE DOWNIF USED A5 A REQUIRED GLASS VISION PANELCMEANS OF EGRESS STAIRS TO PROVIDE NEW 36"HIGH WARDRAIL5 MARVIN G)IFD 9080 HOOD _ SET 2 3W/BALLU5TER5 t HANDRAILS AT A (2)3'-O'xl'-0"x1PROVIDE NEW 36'HIGH BE COVERED WITH A ROOF TO MINIMUM HEIGHT OF 34"MEASURED W/FIXED SIDE LIGHT OOXGUARDRAILS W/BALLUSTERS a PROTECT FROM ACCUMULATED FROM THE TREAD LEADING EDGE.HANDRAILS AT A MINIMUM SNOW AND ICE. (SEE NOTE+U HANDRAILS MUST BE UN-INTERUPTED (2)3'-0"xl-OIX1%" MARVINGUIFD 9080 pOpSET 2 HEIGHT OF 34"MEASURED EXISTING PORCHBY POSTS(TYPICAL W/FIXED 5111E L16HT X00 FROM THE TREAD LEADING (TO BE RAISED SEE 5TRUGTURAU MARVIN GUOFD 3010 WpOpSET 3EDGE 3'-O"xl'-O"xl�i°PROVIDE NEW 42"HIGH PORCH TREAD DEPTHSTAIR•1GUARDRAIL t BALM.5 MINIMUM SLOPED HANDRAILSPACED AT NOT MORE THAN MINIMUM XOOXIN GUIFD 12080 yyOOD - SET 24' ART pN (2)FIXEDNQgi RA15E EXISTING 12'MIN NOR. ARVIN CUIFO 12080 WOODSET 2 V PORCH ELEVATION TO 12`MIN NOR. (2)3-OxB-0x131W/12"MIN HORIZONTAL MATCH BARN FLOOR HANDRAIL ON HANDRAIL (2)FIXED SIDELIGHTS XOOX Z Z HANDRAIL ELEVATION. PORCH RE-BUILD STAIRS TO IR STA •2 MEET A MAXIMUM RISER WOOD BI-FOLD Wppp EXISTING PORCH OO (2)B'-o'xB-0"x195 y HEIGHT OF l'AND Z Z ..:. MINIMUM TREAD DEPTH —O S o g r (TO BE REMOVED t RE-BUILT SEE 3 _ O Z OF 11'PROVIDE SOLID (2)2_6'x6-8'x14" EXISTING WOOD EXI5TIN6 W W 00 Z$ STRUCTURAL) RISERS ® n zW NOTE:RAISE EXISTING NEW 9'-0'W x NEWB'-0"H v (2)3'-O"xl'-O"xl�:i• MARVIN GGD 6070 STEEL SET 4 Z g PORCH ELEVATION TO FRENCH DOOR W/FIXED FRENCH DOOR W/FIXED N IF USED AS A REQUIRED O 00 Z a ac MATCH BARN FLOOR HEW 3'-0"xl'-0' PALL PANEL a MEANS OF EGRESS STAIRS W W m ELEVATION. DOOR ® i d) To TOO PROTECT I FROM HARDWARE, O m `V (EGRESS DOOR POST BETWEEN FIXED PANELS i ACC.UMULAIED SNOW AND G SEE NOTE al) (SEE STRUCTURAL DWGS) in A ICE. (SEE NOTE*U SET-1-6 PAIR HINGES,CLOSER WITH MAGNETIC HOLD OPEN,LEVER SET PULL SIDE,SURFACE O (REAR SIDE) Al qT MOUNTED PANIC BAR PUSH SIDE,51LENGER5,KICK PANELS EACH SIDE,PASSAGE FUNCTION V SET-2-6 PAIR HINGES,LEVER SET,WEATHER STRIPING,ENTRANCE FUNCTION SET•3-3 PAIR HINGES(NRP),CLOSER,LEVER SET PULL SIDE,SURFACE NOUNTED PANIC BAR PU5H SIDE,WEATHERSTRIPPING,ENTRANCE FUNCTION o ? Q -,ry NEW 12'-0'W x 8'-0`H NEW 12'-0"W x B'-O"H N FRENCH DOOR W/FIXED FRENCH DOOR W/FIXED •D W SET•4-6 PAIR HINGES MRP).CLOSERS,LEVER SET RILL SIDE,SURFACE NOUNTED PANIC BAR PUSH m xry PANELS AND TRANSOM PANELS AND TRANSOM REMOVE EXISTING STUD WALLS ti SIDE,WEATHERSTRIPPING,ENTRANCE FUNCTION �n CUIFT12016 GUIFT12016 INSTALL NEW 2x6 STUD WALLS W/ ]J POST BETWEEN FIXED PANELS R-19 BATT INSULATION W/ IRy « ALL HARDWARE AND SILL TO COMPLY MV AN51 AIITI 3 (SEE STRUGTURAL DHoSS) VAPOR BARRIER(TYPICAL d• N I I VAPOR BARRIER IS NOT ,LL O PROVIDE FALSE WALL FOR I INSULATEDFOR ON INTERIOR IF WALL a- W tN SLIDING DIVIDER WALL J DESIRED. NV SHINGLEVENT 11 C C COORDINATE W/PANEL DOOR _j X O Q RIDGE VENT(TYPIGAU - w, MANUFACTURER `SS W12 H VW FINISH FLOOR— ELEVATIONS 10� �10 AN`�'0`GE WEBS TO ACCOMMODATE O �y ELEVATIONS 15',P DUCT(SEE MECHANICAL ,^ TO MATCH WI I DRAWINGS) �Y « Q -SII 1 —� /— PLYWOOD ROOF Q STAGE/STORAGE O (BIFOLD B HIDE) O c' I Q N ` O E BARN EXTENSION MAIN BARN :pA35YRrA9PHGALT AU 2 ry = H ciI I SHINGLES OVER O W X OI 1 (1044 SQUARE FEET) "z (1008 SQUARE FEET) r� M J O I �ry �l lL (TYPICAL) f• l,1 W O QI PROVIDE MINIMUM 3'-0'x 6'-8" 1 COMMUNICATING DOOR IN ;Q 12 12 HATER 61-01 ICE 4 111. Z OF EGRESS 1 MOVABLE PANEL FOR MEANS I,�� NEW WOOD SCISSOR SHIELD a EAVES t O O fNEH K01 3 ROOF TRU55E5 W/ SDEWALLFROVIDE IB' OMINIMUM R-30 BATT Z U) INSULATION(R-40 (TYPICALREMOVE EXISTING SND WALLS tIPROVIDE(2)LAYERS V MI-tENDED) E INSTALL NEW 2x6 S'ND WALLS 0y"TYPE'X'GWB Z RAISE HEAL AS 1x3 STRAPPN6 O 16"OG =W/R-19 BATT INSULATION W/ QREQUIRED TO PROVIDE BARD MPc�L VAPOR BARRIER(Tl'PICAUHEW b'-O'W l'-0 H« FRENGii DOOR (D MINIMUM I'AIR SPADE CONTINUOUS SOFFITNEA V-0DW T-O*H (EGRESS DOOR SEE NOTE N) ZABOVE INSULATION SFRETRANSOM CUIFT6016 Q MEW WALLS 2xOOR YIV6016'OG /�.'-O°W x 6'-B'H F W/It,-GYPSUM WALL SIDING TO MATCH IL DOUBLE DOOR HEW 2'-B"W x '-6'H (EGRE55 DOOR) NEW 2'-8'W x 5 6'H ` .:. BOARD(TYPICAL) EXISTING BUILDING O O ® GUDH2 4/36 O CUDH2B24l36 ... O Q m (TYPICAL) Z d TYVEK BUILDING x Q EXISTING 8'GMU WRAP(TYPICAL 9 ART SHED(SEE DWG.05-1 t WOMEN'S FIRE SEPARATION PROVIDE(2)LAYERS CS-2 PREPARED BY EMANUEL WALL 35'TYPE'X'GWB Z Z C EN6INEERING DATED 10/21/04}-7 8b'z W-6'z l'-6"z l'-b"2 S'-2"3 R-19 INSULATION W/ 0 VAPOR BARRIER i (STREET SIDE) PROVIDE OGGIPANGY LIMIT X (TYPICAL) EXISTING FIRST t' New First Floor Plan SIGN TO READ"MAXIMUM FIRST W FLOOR FRAMING 01/4 FLOOR OGGIPANGY 210 TO REMAIN ISTING FIRST Z �� OPERSONS' FLG PREPARED FOR: n= RE-GRADE EXTERIOR A5 UNISEX i�-O,� INSULATION REQUIRED IF 3l Baech Road o Z' f B' ENTRANCE IRED FOR ACCESSIBLE O UN-HEATED SPACE BELOW Exeter.JNH 03833 O EXISTING FOUNDATION HALL IF EXPOSED USED FLAME SPREAD 25 W/VAPOR JOIN DESIGNED BY: LEGEND: MAIN BUILDING BARRIER TO"HARM"SIDE 10A1e ztz� (10.77!/ CHECKED BY: (IJOT FULLY SHOWN FOR CLARITY LIFT New Section @ Barn er. SEEK FULLY S S ON SHEET A4) 1/4"=1'-0" DRAFTED BY: RHC, ® INDICATES EXISTING GMU FIRE WALL CHECNEDBY: MJK MEN'S (� !•, . D INDICATES NEW 2xb STUD WALLS MAIN FOYER 9 STAMP: ® INDICATES EXISTING STUD WALLS Q� TO REMAIN eS. �i umucru— le (N) INDICATES NEW (E) INDIGATES EXISTING Q J �67 New First PROVI OGGUPANCY LIMIT DINING ROOM Floor Plan SIGN TO READ"MAXIMUM FIRST FLOOR OCCUPANCY 210 PERSONS" JOB#: 07-108 UPPER FOYER SCALE: AS NOTED NOTE� DWG: 1 OF4 I. IF BUILDING OFFICIAL DETERMINES THAT THE MAIN FOYER CANNOT BE USED AS A REQUIRED MEANS CEGRESS FOR THE BARN/BARN Al • EXTENSION,ROOFS WILL BE REQUIRED OVER THE PORCH STAIR•1 t•2 FOR PROTECTION FROM ACUMULATED SNOW t ICE. DOOR t4 WILL REQUIRE PANIC,HARDWARE AND AN EXIT 516N. Y 2q'-O"± SHINGLEVENT 11 t=j R106E VENT(TYPICAL) 35 YR ASPHALT SHINGLES 12 12 SPACE V�5 TO ACCOMMODATE w OVER 151b FELT PAPER IOI 10 AN IB"xl8'DUCT(SEE y Z (TYPICAL) MEGHANIGAL DRAWINGS) O ppR NOTE:MAIVORMERS.NTAIN INSULATION 0 CI L J L-J BEypryp R-30 ROOF IN R-19 WALLS! r F p DORMERCONGEALED METAL STEP 3 BEYOND FLASHING 0 DORMER WALL5 O EXISTING PORCH ROOF YHOODO ROF 1 (TYPIGAu o (TO BE REMOVED a RE-BUILT SEE EA L J L J \ 6'-0'ICE l WATER SHIELD 0 5TRUGTURAL) EAVES e VALLEYS. PROVIDE p n IB'UP 51DEWALL5(TYPICAL) P W 2 4 NEW WOOD 5CI55OR 4 2 �3z NEW ROOF RAFTERS CHI(N NEW 5'-4"W x 2'-O'H ROOF TR5r ES W/ (SEE STRUCTURAL) MINIMUM R-30 BATT J ai T(2)CUDHT2B20 INSULATION(R-40 d m N Il) CENTERED ON GABLE RA15E HEAL AS REQUIRED TO PROVIDE RECOMMENDED) Z EXISTING PORCH ROOF MMINIMUABOVII"AIR NSULATION SPACE ! SGYPSUM�WALL °G LINO sSOFFIT Z Z Q n (TO BE REMOVED a RE-BUILT SEE BOARD(TYPICAL).... .....�-. :.... STRUCTURAL) « NEW WALLS 2xbo16'OG SIDING TO MATCH �J W 0 2 a, A _ W/It'GYPSUM WALL EXISTING BUILDING W 9 - Al p BOARD(TYPICAL) (TYPICAL) Z Z "'^ e w — _ QU' E0F8S O '" SLOPE SLOPE VAPORR�BARTRII0- L4 BARRIER NEW BARN EXTENSION FINISH HRAPKMP�� W W N lTl lOt:l2 10:~:12 (TYPICAL) MAO°LH 01. E%15T1NG BARN NEW FIRST EXISTING MEMBRANE FINISH FLOOR ELEVATION FLOOR FRAMING REPAIR ED REPLACE AS NEEDED U PROVIDE 35 YR ASPHALT 511I146LE OVER ISIb EXISTIN&CEILING FELT PAPER(TYPICAL AT MAIN BARN!BARN INSULATION REQUIRED IF Q EXTENSIOW IRI-HEATED SPACE BELOW g IF EXPOSED USED FLAME - EXISTING FOUNDATION WALL SPREAD 25 W/VAPOR in ... ... .. . . BARRIER TO'WARM"51DE m �1 New Section @ Barn_ Extension C O ry o 3 = eC pq CONTINJOUr RIDGE N W O� `Q (SEE MEGH VENT(TYPICAL) NEW RIDGE LINE ry = "i DWGS) N C O lE FALSE CHIMNEY FOR X u O MECHANICAL DUCT w � CHASE(GOORDINATE PROVIDE MIN R-19 BATT Y/ " 2L12 SLOPE 51ZE W MECHANICAL O INSULATION ME OO WALLS! O PROVIDE MINIMUM OF R-30 BATT INSULATION ' C IN CEILING W/VAPOR BARRIER.(TYPICAL AT " V MAIN BARN 4ARN EXTENSION,R-40 C RECOMMENDED) < NEW: Z �/ O GUDH2OI5(TYP 0 DORMERS) m ` O C ` _ Z Z N d a X o CART SHED(5EE DWG,G5-I e G5-2 PREPARED BY EMANUEL FIELD DETERMINE - ENGINEERIN6 DATED 10/21/04)� DOERS OCATION CER z C /// ON WINDOWS l FALSE CHIMNEY FOR 1) Q DOOR BELOW CHASE MECHANICAL DINT CHASE!COORDINATE N J t 51ZE W/MECHANICAL 1 New Roof Plan DW65) t,1 w 0 1/411=11-01, 0 2' 4' e' BARN EXTENSION MAIN BARN PREPARED FOR pie, Moreau!Y 1ch Co. 3TBeech Ro—xeter,NH 03833 KEME SLOPESLOPE SLOPEDESIGNED BY: LEGEND: 10.5:12 10.5:12 2:12 CHECKED BY: INDICATE5 EXISTING GMU FIRE WALL DRAFTED BY: RHG N w CHECKED BY: MJK O INDICATES NEW 2x6 STUD WALLS sTAAw: X? ® INDICATES EXISTING STUD WALL5 W J TO REMAIN t (N) INDICATES NEW °Tina (E) INDICATES EXISTING 09 New Roof Plan i JOB 0: 07-108 SCALE: AS NOTED DwG: 2 OF 4 1�� U `7 O FALSE CHIMNEY FOR O NEW RIDGE LINEa MECHANICAL DUCT CHASE(COORDINATE SIZE W/MECHANICAL y DINGS) y O � LL y p N ® ® ® N Q N U 2 2 ? 10 Flots Zim 3 Ir 0 c$ LU WD o W 0f m m ® ® N EX15TING MAIN FOYER AREA 1l V a -Ejc BARN EXTENSION MAIN BARN 0 EXISTING CART New Partial Street Elevation c ,; SHED 1/4^=11-O" o r a' a• BARN EXTENSION EXISTING CART New Left Side Elevation @ Barn Extension SHED X O FALSE CFIECHAHIMNEY FOR CHASE(COO DUCT Elic CHASE(COORDINATE Q 0 SIZE IN/MECHANICAL DVK 5) tc Im CL c IZ 12 0 0 � o ot I I I 1 d Z •X O ® ® ® W c a 0 Jc Z PREPAREDFOR Moreau a Welch(.o. 3T Beech Road �� 2 Exeter•NH 03833 DESIGNED BV: ND.7JM CHECKED BY: w DRAFTEDBY: RHG 1 CHECKED BY: MJK Q^ STAMP. Fpg 8. D Street Elevation Side Elevation OUTLINE OF FARMERS Rear Elevation _EXISTING DINING MAIN BARN MAIN BPORCH(RAILING NOTARN BARN EXTENSION ROOM BEYOND SHOWN FOR CLARITY) JOB 91. '07-108 New Rear Elevation SCALE: AS NOTED 1/4•-P-0^ o z a' e• 0WG: 3 OF 4 1� S U H C1 F� 4 U W C LL r � O Q H c VI N U� Z� _j N PORCH Z= Q M UJ W U O Z i 3 ... ... _.... 5 Z ...... ........ ...... .... ..... ....... ... .. .. ROOM ROOM RM el RM 02 Z U�=$� ....: .. ... .. .. WOMEN5 WG W (osJ (I.o) C3sJ W W a s SAG 60 IS 30 105 ExIAGKBAR PORCH z m N MIENS !2) (OS) (25) 14 VIG/URINAL {7,(}/ CAPACITY 120 S0 150 '�l V ...........:.........'...'..........;.:.;.......'....'.'... ..'.'.'.'.'.'.'.'.'.".'.'.' ".'.'.'.'.......'.'. ...'....'.'.'..' 1/60 HENS LAV. (2) (OS) (25) C CAPACITY 400 - 1O0 - Spp L . '...'. ... _ TY _ LOCKER ROOM BASEMENT /200 .. ': HOMEN5 LAV. (y (OS) (I.0) (35) EXISTING MIENS EXISTING CAPACITY pop 100 200 100 ......................... ...................'......'.'.-..-:.'...'.'....... Il200 BARN,EXTEN510N,, MAIN BARN,'.' lXJU INDICATES NO.OF FIXTURES ^ MAXIMUM CAPACITY LIMIT 210 PERSONS . ..'. XXX INDICATES OCCUPANTS SERVED i Q d y EXISTING HOMEN5 LOCKER ROOM 0 ...... ....... .'..' Cti � W UP y HOMENS W " ZE�p�O BE�R7 ®� X MAIN FOYER DECK MAOI YER o c j TOILETLIFT > is 0 MEN5 ROOM•1 LST 6- a c dm GOLF BAG STORAGE PRO SHOP c 0w DINING ROOM t IL C UPPER FOYER 5TORAGE AREA Z y d HALLKAY x �° LuC EXI5TING CART SHED EXI5TIN6 CART SHED 6, Q p O• PREPARED FOR KITCHEN GRILLE ROOMHpMEN5 LOCKER M—.Hekh Go. MENS LOCKER 3T Beech Rood ROOM ® ROOM Exeter,NN 05833 DESIGNED BY: CHECKED BY: UP DRAFTED BY: RHG UP HALLKAY 1 MrKAB CHECKED BY: MJK O app ST KERNE ❑ No.7360 WOMEN'SZvR b ® EnPolLD Ak TOILET 1 N^ ROOM N2 BASEMENT AREA UTILITY ROOM Olt UP STAIR FOYER Keyplans Existing First Floor Key Plan z Existin Basement Level Ke Plan �oBo: m-roe SCALE: AS NOTED DWG: 4 OF 4 A4- FOUNDATION WALL E�,5T'No LLO 0 w., EXISTING BARN SHIN&LEVENT 11 EXTEN510N RIDGE VENT rrYPICAL) ti _j Ll —PROVIDE ONE HOUR « 6 FIRE RATED WALL —PROVIDE NEW ONE Z— z HOUR RATED GrILIW5 AND CONCRETE ABOVE THROUGHOUT 0 SHED AREA 7 �0- W LUg Oz,,�V =)LLJ� m:�� \—MIN.R-50 BATT z 98 0, INSULATION <2 ZD F I= C, W W /—PROVIDE ONE HOUR CONTINJOU5 SOFFIT FIRE RATED WALL VENTS MIN.R-30 BATT INSULATION R-14 INSULATION PV 49 VAPOR BARRIER INSULATION ATT T (TYPICAL) 60--O-t W NSU Ft-Iq INSULATION N/ X VAPOR BARRIER TO U) M.. " '1'1AR1 SIDE" Cart Shed Lower Level Plan (TYPIOAL) qTI""L,5 =FIT ITS C TYPE X 2 .U) ONE HOUR RATED CEILING C Lu C > TYPE• '"64-0 W TED KALL HOC EXISTING BARN ONE URRA EXTENSION C PROVIVIE ONE HOURO FIRE RATED WALL L PROVIDE MIN p-19, BATT INSULATION AT FLOOR W7 C VAPOR BARRIER TO "PJARM'SIDE Section @ Cart Shed 0 PREPARED FOR Ma-eau _4 HeIGh Ca. Beech Rand E..I.,.NH 05055 DESIGNED BY: lag, CHECKED BY: EXTENT OF UPPER LEVEL DRAFTED BY: RHG CHECKED BY: MJJ EXt 1 Cart S�hedU Upper Level 07 4 1. NOTE, IOW 1 M I *ANE —A 0 GENERAL CONTRACTOR TO FIELD VERIFY EXISTING NO. vmkrm CONDITIONS OF CART SHED. ALL MODIFICATIONS STRUCTU� Na 39m INDICATED ON THIS DRANIN6 SHALL BE PROVIDED F NOT ALL READY PRESENT. Upper Te Ne-1 Plan Lower Level Plan Section A JOB k 07-108 SCALE: AS NOTED DWG: I OF 1 7' ]C GENERAL NOTES: U GENERAL: ENGINEERED WOOD NOTES: w 1. ALL WORK SHALL CONFORM TO THE FOLLOWING REFERENCE STANDARDS.: 1. ALL ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE FOLLOWING NOTES AND _ w ZO SPECIFICATIONS: ti • "MASSACHUSETTS STATE BUILDING CODE"-6TH EDITION. NAILS/5GREW5 a NAILS/SCREWS o p 2. ENGINEERED LUMBER PRODUCTS SHALL BE MANUFACTURED BY 8015E CASCADE OR 3"MAX. • "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES"-ASCE 1-98. APPROVED EQUAL,INCLUDING ALL BCI JOISTS,VER5A-LAM LVL'5,AND VERSA-LAM DOPUOMSN E SIDE OF OCOLUMN E SIDE OF d/4 MAX. d/6 0 • "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"-AGI 318-99. COLUMNS. ALL BOISE CASCADE PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH MAX. Fa z "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION"-AFI PA NDS-4l. THE RECOMMENDATIONS AND STANDARD DETAILS AS PUBLISHED BY BOISE CASCADE AND n METAL STRAP PLATE 2"MIN. Ix p 2. ALL CONTRACTORS SHALL VERIFY AND COORDINATE ALL DIMENSIONS AND THESE DRAWINGS. t SIMPSON GSIbx24" d/3 MAX. v U DETAILS RELATED TO TH15 PROJECT. DISCREPANCIES SHALL BE BROUGHT TO THE -BASE DESIGN VALUES: WITH 22-I L NAILS 2"MIN. W p WHEN WALL 70P PLATE p ATTENTION OF THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED -14.'WIDE VERSA-LAM BEAMS GRADE 3100 Fb 5P IS NOT GONTILP 5L OVER WORK. ANY CHANGES OR SUBSTITUTIONS OF MATERIALS OR DETAILS FROM TH05E Fb=3,100 P51,F-290 P51.E=2,000 K51 `� `� BEAM HEADER d/6 INDICATED ON THE CONTRACT DOCUMENTS MAY BE MADE ONLY WITH PRIOR -3sg"AND WIDER VERSA-LAM BEAMS GRADE 3080 Fb DF MAX. -LOCATED W�NTEDD < ry APPROVAL OF THE PROJECT ENGINEER. Fb=3,080 P5I,F-285 P51,E=2,000 K51 p 3. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS, 1 i 2"MIN. THIRD ONLY METHODS,COORDINATION OF OTHER TRADES AND THE TECHNIQUES TO PRODUCE A -VERSA-LAM COLUMNS GRADE 2200 O 51 I L/3 L/3 L/3 SOUND AND QUALITY PROJECT. Fb=2 00 P51,FLL LV 00 AMIE MEM K51 3. SPIKE TOGETHER ALL LVL FRAMING MEMBERS WHICH ARE BUILT UP PER TYPICAL - 4. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR ALL JOB SAFETY DURING DETAIL. 1 1 CONSTRUCTION INCLUDING BUT NOT LIMITED TO SHEETING,SHORING,AND GUYING NOTE. IJ NOTCHING/GUTTING AND BORING V F 4. GUTTING,NOTCHINOR DRILLING OF WOOD BEAMS OR JOISTS SHALL BE PERMITTED OTHER THAN SHOWN REQUIRES PRIOR STRUCTURES,BARRIERS AND SIGNAGE. G, 3APPROVAL BY THE STRUCTURAL ENGINEER. z 4 PER MANUFACTURERS RECOMMENDATIONS OR AS APPROVED BY THE PROJECT ENGINEER. I�.� Imo" j W N 5. ALL DETAILS AND NOTES SHOWN ON THE CONTRACT DOCUMENTS SHALL BE 1.6., Ily" Y BUILT-UP OR SOLID 2.)A MAXIMUM OF TWO PENETRATIONS C7> 7 m CONSIDERED TYPICAL FOR ALL 51MILAR CONDITIONS EXCEPT WHERE SPECIFICALLY POST(SEE PLANS) CAN BE MADE PER J015T WITH A MINIMUM N Q m REQUIRED OTHERWISE. 1 1 CLEAR SPACING OF TWIGE THE LARGEST Z 0 ma 2-2x6 3-2x6 BEAM HOLE DIAMETER CONTACT ENGINEER PRIOR O S" 6. NO MAIN FRAMING OR STRUCTURAL MEMBERS ARE TO BE MODIFIED,ALTERED,OR 2-2x6 LAMINATIONS WITH 3-2x6 LAMINATIONS WITH (SEE PLAN) TO MAKING MORE THAN TWO PENETRATIONS J WZ$$ CUT WITHOUT THE APPROVAL OF THE PROJECT ENGINEER. PREFABRICATED WOOD TRUSSES: TWO ROW OF STAGGERED TWO ROW OF STAGGERED 3J TH15 DETAIL APPLIES TO TYPICAL w 2 n IOO COMMON WIRE NAILS. 30d COMMON WIRE NAILS. JOISTS ONLY AND SHOULD NOT BE USED Z rn Q n o L ALL PREFABRICATED WOOD TRU55 PRODUCTS SHALL CONFORM TO THE (D=0.148",L=3") SIMPSON 0=0.20-1SDS'ii x 41h" FOR BUILT UP BEAMS) OR MULIPLE JOISTS Q F S c STRUCTURAL LOADS: FOLLOWING NOTES AND SPECIFICATIONS: STRONG DRIVE SCREWS 2. PREFABRICATED WOOD TRU55 PRODUCTS SHALL BE MANUFACTURED BY TYPICAL BUILT-UP MULTI 2x6 POST TYPICAL BEAM TO WALL STRAP DETAIL TYPICAL JOIST NOTCHING/CUTTING&BORING Z y W w _. 1 _LIVE 7O S GHUSETTS STATE BUILDING CODE DS -6TH EDITION A CERTI PIED TRUSS PLATE INSTITUTE(TPI)MANUFACTURER.PER z N ALL BE DESIGNED BY THE -LIGHT STORAGE AREAS............................................._ 3. ROOF AND FLOOR TRUSSE5 SH ..................................125 PSF J -ASSEMBLY AREAS............................................................................................100 PSF MANUFACTURER FOR THE SPANS AND CONDITIONS SHOWN ON THESE U DRAWINGS AND THE LOADS PROVIDED. O 2. WIND LOADS 4. FIELD MODIFICATION OF TRUSSES STRICTLY PROHIBITED UNLESS Q -PER MASSACHUSETTS STATE BUILDING CODE-6TH EDITION DIRECTED BY THE TRUSS MANUFACTURER AND PRIOR APPROVAL OF THE cc -ZONE 3,EXPOSURE G PROJECT ENGINEER. G -BASIC WIND SPEED.........................................................................................90 MPH 5. SHOP DRAWINGS AND DESIGN CALCULATIONS SHALL BE SUBMITTED TO -REFERENCE WIND PRE554JRE...................................................................21 PF. THE ARCHITECT AND THE PROJECT ENGINEER FOR APPROVAL PRIOR TO FABRICATION. ALL SUBMITTALS SHALL BEAR THE STAMP OF A 3. SNOW LOADS REGISTERED PROFESSIONAL ENGINEER OF THE STATE IN WHIGH THE -PER MASSACHUSETTS STATE BUILDING CODE-6TH EDITION PROJECT 15 TO BE LOCATED. THE TRUSSES WILL BE REVIEWED FOR C -ZONE 2 GENERAL CONFORMANCE WITH THE DESIGN INTENT. TH15 REVIEW WILL NOT O -FLAT ROOF SNOW LOAD................................................._.................................30 PSF COVER INTERNAL FORGES OR CONNECTIONS WITHIN THE TRU55.ONLY THE EQ. EO. MIN.BOLTS IN Eo.SILL SECTION -SLOPED ROOF SNOW LOAD..............................................................................20 PSF MANUFACTURER CAN DETERMINE THE ADEQUACY OF THESE PORTIONS OF 11- (ADDITIONAL ALLOWANCES FOR DRIFTING AND SLIDING SNOW) THE TRU55. PROVIDE CONNECTION DETAILS FOR ALL TRU55 TO TRU55 WOOD SILL PLATES SHALL BE ANCHORED TO .42 P5F CONNECTIONS AND MULTY-PLY GIRDER ATTACHMENTS. PROVIDE ALL PROVIDE(2)ROWS Ibd SINKER THE FOUNDATION WITH NOT LESS THAN%"m STEEL C -UNBALANCED SNOW LOAD........................................................ ................ X � ANCHOR RODS OR APPROVED EPDXY ANCHORS. NAILS®12"OG FOR LVL BEAMS z (LEEWARD SIDE,WINDWARD SIDE IS CONSIDERED FREE OF SNOW) NECESSARY DOCUMENTATION FOR WEB AND CHORD BRACING REQUIRED. <- BOLTS SHALL BE EMBEDDED A MINIMUM OF 9`INTO 1'i.."TO 9S}"Pp.U.O.N. PROVIDE(3)ROW5 Ibd SINKER T I EXISTING FOUNDATION. SEE SHEAR WALL SCHEDULE I O EXISTING CONDITIONS: NAILS 6 12"OG FOR LVL BEAMS _`r ON SHEET 52 FOR ANCHOR SPACING. V WOOD FRAMING NOTES: IITg"TO 18'�'U.O.N. THERE SHALL BE A MINIMUM OF TWO BOLTS PER �/ X 1. THESE DRAWINGS HAVE BEEN COMPILED FROM THE BEST AVAILABLE INFORMATION PIECE WITH ONE BOLT NO MORE THAN 12 INCHES OR W AND ARE NOT INTENDED TO LIMIT THE SCOPE OF THE WORK. THE CONTRACTOR MAY LE THAN THAN 4`FROM EACH END OF PIECE. ENCOUNTER HIDDEN OR COVERED CONDITIONS,NOT SHOWN ON THESE DRAWINGS, ,3 LV 'S 2-LVL5 A PROPERLY SIZED NUT a WASHER SHALL BE */ I. ALL WOOD FRAMING SHALL CONFORM TO THE FOLLOWING REFERENCE STANDARDS, REQUIRING ADDITIONAL WORK FOR THE COMPLETION OF THIS CONTRACT, IT WILL BE TIGHTENED ON EACH BOLT TO THE PLATE. O NOTES AND SPECIFICATIONS. ASSUMED THAT THE CONTRACTOR HAS INSPECTED THE 517E PRIOR TO CONSTRUCTION WHERE SILL PLATE IS DRILLED • "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION"-AF6PA N05-9l. AND VERIFIED THE INFORMATION HEREIN SUPPLIED. (i OR NOTCHED MORE THAN 13 OF THE PLATE WIDTH,INSTALL ONE O ,Y 2. UNLESS OTHERWISE NOTED ALL FRAMING MEMBERS SHALL BE No.1/No.2 OR BETTER 1 i \,O" BOLT EACH SIDE OF NOTCH. M SPRUCE-PINE-FIR WITH A MAXIMUM MOISTURE CONTENT OF 19%. 1 W -BASE DESIGN VALUES: SCOPE OF ENGINEERING SERVICE: Fb=815 P51,Fv=135 P51,E=1,400 K51 EMANUEL ENGINEERING,INC.I5 ONLY RESPONSIBLE FOR THE STRUCTURAL DESIGN r �'0+ 0 3. ALL LUMBER AND PLYWOOD SHALL BE GRADE-STAMPED BY THE APPROPRIATE AND ENGINEERING AS SHOWN ON THESE DRAWINGS. Q Z ' ' MANUFAGTURER5 ASSOCIATION FOR THE APPROPRIATE USE. NAILING REGUIREMENT5 F� SHOWN APPLY TO BOTH `ry.r 7 O 4, ROOF AND WALL SHEATHING SHALL COMPLY WITH THE FOLLOWING: SIDES OF A THREE MEMBER �1 -APA RATED SHEATHING,EXPOSURE I. BEAM I i I V -ROOF SHEATHING SHALL HAVE A 40/20 SPAN RATING. 12"MAX 12 12" 12" 12" '\�^r 9' -FLOOR SHEATHING SHALL HAVE A 48/24 SPAN RATING. STRUCTURAL DRAWING LIST: 4`MIN. I p��" ,II -}v�'. -WALL SHEATHING SHALL HAVE A 32/16 SPAN RATING. �V r -A I/8"EXPANSION GAP SHALL BE LEFT BETWEEN ALL PANELS AS REQUIRED BY APA. 51 -Generol Notes d Typical Details TYPICAL NAILING FOR BUILT-UP LVL BEAMS =� FRED' 9Cy j SHEETS SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTING TYPICAL SILL PLATE BOLTING MEMBERS. 52 - First Floor Framing Plan MANUFACTURES RECOMMENDATIONS SHALL BE FOLLOWED � � Q V� IF MORE STRINGENT `S EMgNUEL to t Q C 53 -Roof Framing Plan 5. ALL WOOD IN CONTACT WITH CONCRETE,MASONRY,AND EARTH,OR EXTERIOR 9 EXPOSED FRAMING SHALL BE PRESSURE TREATED(PT)NO.2 OR BETTER SOUTHERN PINE STRUCTURAL y Q Q *.w6 ` TREATED IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVERS ASSOCIATION(AWPA) V No.3W Z ; FOR APPLICABLE USE. IL ��// 6. ALL FRAMING W SHALL BE PLUMB,TRUE,AND ADEQUATELY BRACED SUCH THAT THE /� / X STRUCTURE 15 RIGID AND BEAR5 FULLY WITHOUT THE USE OF SHIMS. Q�,9FGIS 1c f,"->`. SPIKE TOGETHER ALL 2x CONVENTIONAL FRAMING MEMBERS WHICH ARE BUILT UP WITH n - ' 2-ROWS OF Ibd NAILS AT 12"O.G.MAXIMUM EACH SIDE STAGGERED. NNLE55 OTHERWISE NOTED) PROVIDE PLYWOOD FILLERS BETWEEN 2x MEMBERS TO MATCH WALL THICKNESS. B. CORNERS OF EXTERIOR WALLS SHALL HAVE A MINIMUM OF(3)2x STUDS. G 9. PROVIDE SOLID BLOCKING UNDER ALL CONCENTRATED LOADS. PROVIDE CONTINUITY Z TO TOP OF FOUNDATION WALL OR FOOTING. 2.6 STUD 2z4 STUD 10. PROVIDE A TRIPLE TOP PLATE FOR ALL STUD BEARING WALLS W/SPLICES BEARING WALL BEARING WALL PREPARED FOR: tP HEADS2xb SND WALL MoARE Welch Go.5TAGGERED BY 4'-O"MINIMUM,WITH NOT LE55 THAN Ib-160 NAILS a EACH LAP.NNLE55 PLYWOOD JOINT 2x4 FLAT ' echRoodOTHERWISE NOTED) 5 PLYWOOD Exeter,NH 03633 (5 EDER (5 EDER GONT'S T (SEE PLADN) 2-2x POST SHEATHING 2xb BLOCKING I1, GUTTING,NOTCHING,OR DRILLING OF WOOD BEAMS OR JOISTS SHALL BE PERMITTED DESIGNED BY: ONLY AS DETAILED OR AS APPROVED BY THE PROJECT ENGINEER. PANEL EDGE OPENINGS UP TO 3'-0" OPENINGS 3'-U"TO 6'-0" NAILS(SEE SHEARWALL CHECKED BY: 12. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE STANDARD GUT SCHEDULE) WASHERS. ALL BOLT HOLES DRILLED IN WOOD SHALL BE DRILLED 1/32"DIAMETER 2x6®16'O.G. T 2-LAYERS OF 1/2" I-LAYER OF 1/2" DRAFTED BY: RHG LADDER FRAMING PLYWOOD FILLER 21 PLYWOOD FILLER LARGER THAN BOLT DIAMETERS. =1 13. BOLTS IN WOOD SHALL NOT BE LESS THAN l DIAMETERS FROM THE END AND 4 SIMPSON"LU526" CHECKED BY: FSE J015T HANGER$ p I EADER STAMP: DIAMETERS FROM THE EDGE OF THE MEMBER, NNLE55 OTHERWISE NOTED) AT 2X6 WALL AT 2x4 WALL N.T.S. N T.S. .n 14. FASTENERS AND CONNECTORS SHALL COMPLY WITH THE FOLLOWING: GIRDER TRU55 KING STUDS 2-2x POST -NAILS SHALL BE COMMON WIRE NAILS OR GALVANIZED BOX NAILS 6 EXPOSED (SEE PLAN) FRAMING. -BOLTS,NUT5 AND WASHERS SHALL BE ASTM A-301,HOT DIP GALVANIZED AT OPLNINGS>6'-0" EXTERIOR NOTE:LADDER FRAMING a TOP AND BOTTOM CHORD. EXPOSED FRAMING CONFORMING TO ASTM A153. -METAL CONNECTORS SHALL BE MANUFACTURED BY 5IMP50N STRONG-TIE OR TYPICAL LADDER FRAMING DETAIL TYPICAL BEARING WALL HEADER TYPICAL POST POST DETAILS�HEADERS TYPICAL BLOCKING BETWEEN APPROVED EQUAL. DETAILS AT OPENINGS (MINIMUM POST SIZES ABOVE UNLESS OTHERWISE NOTED ON PLANS.) STUDS AT PLYWOOD SHEATHING -5TAINLE55 STEEL NAILS FOR ATTACHING EXTERIOR TRIM AND SIDING. -ALL OOD MEMBERS TO BE NAILED IN ACCORDANCE WITH THE MASSACHUSETTS General Notes W STATE BUILDING CODE-II EDITION APPENDIX C. &Typical Details 15. PLYWOOD SHALL BE NAILED AT 6"OG AT ALL JOINTS AND EDGES! AT 12"OG AT OTHER SUPPORTS. (UNLESS OTHERWISE NOTED) PLYWOOD SUB-FLOORS SHALL BE GLUED TO JOISTS WITH CONSTRUCTION ADHESIVE BEFORE NAILING. JOB#: 07-I08 SCALE: AS NOTED DWG: 1 OF 4 S1 Y S • 9'-2'3 36'-0"! 29'-0"= REPLACE EXISTING NAIL BOTTOM WALL PLA TE SUPPORT POSTS AS INTO NEW RIM BOARDS d REOUIRED TO NE CUT BI (E)3-2x12V.I.F. (E)3-2x12 V.I.F. (E)3-2x12 V.I.F. PORCH ELEVATION FLOOR SHEATHNG d TIN($RIM (PER U O NSE PT bxb) INSTALL MEN E1SHE SCHEDULE) II II II II TO EXTEND OUT TO EDGE 0 O I II II it II II II II II 11 II I! II II II II II II II !I II II 1 OF BUILDING Z I I ! i! Ii I Il II II I: 1II II I I !I I INSTALL M)SOLID 2x RIM p W BOARDS PLYWOOD F N EXISTING 2x10 a 16"1 OG V.I.F, FILLER NAIL EACH LAYER d O (N)6x6 PT P05T ON 12"m '! V 50NOTUBE5 ON BF28, I II 11 ! II I II II ! 1 11, I I (E)JOISTS TO EXISTING RIM BOARD U BIGFOOT FOOTING 1 T-3 Z a I&*OC WS OF Ibd NAILS G O FORMS(TYPICAL) ADD NEW BEAM II II II I.i II II 1 II II II II II II II II II J015T MID-SPAN OR I II !I I! (! I II 11 11 I I! I1 11 Ij I 11 If I 515TEP(N)2x10!0 16" %V% PLYWOOD NAILING PER (N)3-2x12„ (N)3-2x12 (N)3-2x12 (N)3-2x12 OG JOISTS TO(E) (E)SILL PLATE VERIFY �� SHEARWALL SCHEDULE JOISTS ATTACHMENT TO (E) � PROVIDE 2-2x6 II I 1! it I! I I II I � FOUNDATION WALL MIN. � �' NAIL(N)RIM BOARD TO(E) (REAR SIDE) STUDS a 16`oc !! �/ ! (E)BEARING II I I I II I I I I I! I I j i! I I ATTACHMENT PER TYPICAL jSILL W/IOd NAILS(0 4"OG WALL BELOW ®SALIENT CORNER I I I� ! II 1 SHEARWALL SCHEDULE. OF BARN(TYPICAL) I I ! N I I II II I I ! i I I PROVIDE 2-2x6 ��(E)FOUNDATION WALL to I II p I! II II II II II II II !! II II II I! II II II p II STUDS a 16"Or, / 11 II II it II 11 11 II II II II II II II II I! II II it a SALIENT CORNER I! I !I ! OF BARN(TYPICAL) TYPICAL DETAIL a MAIN BARN Z Z II I! II II ! ! 11 !i II II II II II II I N-3 !! it I II II ! !! sa SECTION�1 - >W 511 it 5 -PE NG 5 1 3/4'-1-T &7 Z_ PLYWOOD NAILING PER rE -2x0 PT JOISTS®Ib"OG - 5HEARWALL 51-HEOULE J 0 5 2 $ « F----------------------------------- NAIL BOTTOM WALL PLATE WW p214ry (2)8d NAILS EACH INTO EXISTING RIM BOARD W 0 4 C SIDE N-2 S2 I (SCHEDULE)RWALL Q(,7 W l'- 2 ac s4 I O 2za B I W W o '9` sz D D I I (I�I-JOISTS PLYWOOD NAILING PER < I SHEARWALL SCHEDULE -C( ® IIIIII S2 S2 IM 4 S3 (E)JOISTS 0 (E)SILL PLATE VERIFY ii ATTACHMENT TO (E) FOUNDATION WALL MIN. \� (E)FOUNDATION 'Ly TT PROVIDE NEW PT SILLS °GHOP5s �° 5 EARWHALL SG HETYPICAL ® .I WALL BELOW I z PER 5HEARWALLEPDXY N51-HEMLE ° m wu I Z (8"EMBEDMENT) / (E)MASONRY WALL F. (E)FOUNDATION HALL-111 (E)FOUNDATION WALL J TYPICAL DETAIL a BARN EXTENSIOOw N Q 1 BARN EXTENSION MAIN BARN SECTIONn SECTIONn 4! tN xo4 �.•,� �� Y4,.1'-V S-23C C (E)CMU WALL 3-2x6 TOP X uJ BELOW EXISTING FLOOR C W I I ,w O « NEW 9�"Al525 MSR - - - - - - - - - - - ABOVE FRAMING TO REMAIN PLATE O y N m - JOISTS® 16"O.G. - - - - - - - - - - - - 4 OPENING I C ry - W I ! 51MP50N 3 �O CLIP EACH 51DEE5 Okin M NEW 9:g"AJ525 MSR JOISTS®12"O.G. 51.x91.LVL 51/sx9V.LVL //�`/ O C (EXISTING FLOOR JOISTS TO BE REMOVED) I / d11 * I II II II II I I I ( LVL KING STUDS NEW PLYWOOD REMOVE EXISTING STUD WALLS I I E 1 d INSTALL NEW 1,1 STUD I Z TRU55 BOTTOM C V M WALLS FOR INSULATION AND I I A � CHORD A, M FOR SUPPORT OF NEW ROOF Q 51MPSON"L50' ,IwI W m O (E)FOUNDATION S2 EAGH SIDE (EAGH 5 DE AGK STUDS 41 (TYPICAL®BARN EXTENSION) ® m CLIP ANGLES WALL BELOW Z C O I I I ii L------ --------- - .J Q TOP OF(FJ Ili C -- --- ----- PROVIDE 2x_BOTTOM .., - FLOOR JOISTS O L CHORD BLOCKING a STUD ` O "O Z SPARING(MATCH BOTTOM Z CHORD DEPTH) NAIL W/ A �� ' /// B EX 5T1 N6 5" -------- ---------------- (2)16d NAILS EACH END �i x O '-DART SHED(SEE P1,165 GS-I d Sz GMU FIRE WALL W 'O G5-2 PREPARED BY EMANUEL Z Z ENGINEERING DATED 10/21/041 M) -JOISTS TYPICAL a GABLE ENDS (STREET SIDE) MAIN BUILDING N° SECTIONn SECTION n ��M OF M C (NOT SHOWN FOR CLARITY w vd•.r-0• sz 3u'`ru' s'z ,L New First Floor Framing Plan SEE KEYPLAN5 ON SHEET A4) OZ FRED S. O 1 1/4"=1'-0" o r 4' e' EMANUEI L'+� Z PROVIDE SOLID STRUCTUR _^ R: • 'I I`I BLOCKING®PANEL d equ CWelch Go. c� No.3963 �; h Rmmd FIRST FLOOR LIVE LOAD = 100 PSF BARN EXTENSION MAIN BARN EDGES(TYPIGAU xa NH 03833 FIR5T FLOOR DEAD LOAD = 15 PSF �(� BY: G1STE EDGE NAILING a ALL FSS10C`AL DBV: WOOD FLOOR NOTES: I PANEL EDGES ED BY: RHG TYPICAL PLYWOOD SHEAR WALL SCHEDULE LEGEND: MARK SHEATHINGTYPE MINIMUMNAIL NAIL EDGENAIL FIELDNAIL SILL PLATE CONNECTION CHECKED BY: FSE IJ SEE SHEET 51 FOR GENERAL NOTES,TYPICAL DETAILS,AND MATERIAL (APA RATED) PENETRATION SIZE SPACING SPACING SPECIFICATIONS. INDICATES EXISTING GMU FIRE WALL (m/ TO CONCRETE/OR EXIST 70 WOOD FIELD NAILING a ALL 1 PLYWOOD STAMP: I SHEATHING TYPE:1 15/32"PLYWOOD 1 5/5" IOd b' 12" 1/2"0 a 32.O.L.(8'EMBED) Ibd 6 4`O.G. •I OTHER SUPPORTS I I (SEE PLAN &DAN 2) EXTERIOR WALLS TO BE 2.6 5PF NO.IMO.2 a Ib-OG U.O.N.ON 0 INDICATES NEW 2x6 STUD WALLS I I AND TYPICAL DRAWINGS. TYPE:Q 15ld2'PLYWOOD 161 15/B' 10d 6` 12' 1/2'm'e 24'OL.IB'EMBED) 16d s 3'O.G. I'I I'I I'I I•I I•I I I'I I INDICATES EXISTING STUD WALLS TYPE: 1) 15/32"PLYWOOD 15/b, Od 4- 12' IR'm a 24'O.G.(8'EMBED) Ibd a 3"O.G. I SCHEDULE) 3J PLYWOOD FOR ALL FLOORS TO BE 23/52"TdG GLUED AND NAILED. NAILS a WALL PLATEINTO RIM JOIST(SEE I II I (UNLE55 OTHERWISE NOTED) TO REMAIN TYPE: D 15(32-PLYWOOD b) 1 5/8` IOd 4- p' I/2'm o 16'O.G.lB'EMBED) 16d dl 2'O.G. 'I I I SEARWALL SCHEDULE) I TYPE: 50 I5/32'PLYWOOD(b) 15/8` IOd 3`(d) D' I/2'm a I6'O.G.(8`EMBED) Ibd a 2'O.G. 1 I 4) ALL BEAM AND J015T HANGERS.POST GAPS AND P05T BASES SHALL (N) INDICATES NEW I 1 BE MANUFACTURED BY SIMPSON STRONG-TIE OR APPROVED EQUAL. (E) INDICATES EXISTING (m) FASTENERS SHALL BE COMMON WIRE OR GALVANIZED BOX AT PLYWOOD SEAR WALLS. 1! I EDGE 1NAILING a WALL d (b) TWO LAYERS OF 15/32"PLYWOOD SHALL BE USED AT SHEARWALL TYPE Q d®d sO •1SILL PLATE ! 5.) PROVIDE SOLID BLOCKING AT ALL PO5T5 AND MULTIPLE STUDS FROM ONE LAYER EACH FACE. _ - L _ - - - - - NIL OP OF New First Floor FLOOR TO FLOOR IN JOIST SPACE. (c) ALL ED6E5 ARE BLOCKED AND EDGE NAILING 15 PROVIDED AT ALL SUPPORTS AND PANEL EDGE5. ZSUBFLOOR Framing Plan (d) FRAMING®ADJOINING PANEL EDGE5 SHALL BE 3"NOMINAL OR WIDER AND IOd NAILS a 3"OG SHALL 2h"BOLT 6J PROVIDE HORIZONTAL BRIDGINGBLOGKING PERPENDICULAR TO THE PROJECTION SILL PLATE RIM J015T &Sections BE STAGGERED. FLOOR J015TS a W-O"OG MAXIMUM$PACING. /� JOB u: 07-108 T) TYPE: DENOTES A SHEAR WALL. SEE SHEAR WALL 51-HEOULE BOLTE EXISTING WALL SCALE: AS NOTED ON SHEET52 FOR SHEAR WALL REGIUIREMENT5. LENGTH , (SEE SHEARWALL " DWG: Z OF 4 8.) ALL SHEARWALLS SHOWN ON FLOOR PLAN ARE WALLS ABOVE SCHEDULE) PROVIDE DRILLED THAT FLOOR LEVEL. ADHESIVE ANR si TYPICAL SHEARWALL DETAIL WA LISTING FOUNDATION q 5r-ALE: Sia" = 1'-0" NEW 45x6 PT P05T LOAD BELOW W/"EPG66 CASE t Pr-bb"P05T II w GAPS(TYPICAL) � 2x8 RIDGE 2xb e 16'OG TOP CHORD L.L. 42 P.S.F. I N o RAFTERS Es (N)PT 3-2x10 (N)IIT 2x111 (1-!)PT 3-2x10 p U 2x8 SHOE TOP CHORD L.L. 28 P.5.F. I O PLATE NEW 2x10 B 16'OG RAFTERS � O EXTEND ALL WALL NEW PLYWOOD y STUDS a Posrs To TOP CHORD D.L. 10 P.5.F. I B I I o 0 UNDERSIDE OF GABLE TRU55(TYPICAL) w O TYPIGAL DORMER FRAMING PART PLAN I2 I2 PROVIDE 2-2xb Z 10� 110 o ry NEW 45.6 PT P05T STUDS 6 16'OG 2-1% 5",LVL JACK POST BELOW W/"EPC66 0 SALIENT CORNER W/5IMP50N"L550"CLIP PLUS ALLOWANCE a PGbb'P05T OF BARN(TYPICAL) ANGLES W C6 GAPS(TYPICAL) 2-I4:x5h LVL KING STUD PROVIDE 2-2x6 Q FOR DRIFTING SNOW D - 4 2-2x6 JACK STUD 5TUD5®16"or- H WHERE APPLICABLE ANCHOR LVL TOT 6 B11 B SALIENT CORNER -C (N)PT 3-2x10 (N)P7 3-2x10 (N)IT 3-2x10 (N)PT 3-2x10 CHORD OF TRU55 W/ pF BARN(TYPICAL) N U ti 'T13E6"'LIP ANGLES GABLE TRUSS N-3 W F-W z a I I y, w "i ® BARN ROOF �ry m NEW 2x10 a 16"OG RAFTERS 11 11 11 v 11 11 11 11 11 1 11 11 11 L EW PLYWOOD ' Q v 12 4(9 BARN EXT. Z z =c PROVIDE 5-ROWS OF 3-2x8 HIGH 3-2x8 HIGH p MAOTGHSTUD RD SPAGIKNG D Z ROOF J W U Z 48 2x4 VERTICAL DIAGONAL 2-I x51h LVL KING STUD 1 J Q_ W W O GR055 BRACING 0 ANCHOR VLS ODWALL SID (5EEP15EGTI0 E/52 END) Q 1)p Z — GABLE ENDS(TYPICAL) N-2 ^ PLATE TEB W/51MP50N Z Z 'L550'CLIP ANGLES 1-I ZS LVL KING Q (WEB CONFIGURATION PER MANUF.) Q C7 ag BOTTOM CHORD II II II II SND a 2-2x6 JACK m Z p, BLOCKING TO MATCH -IxS�LVL KING STUD r+ 2-2x6 BLOCKING 0 TOP 2x6 DIAGONAL STUD W W m m STUD SPACING(TYPIGAL a 2-2x45 JACK STUD m a BOT HORD ETWEEN A INC EACH SIDE a�GABLE END) ANCHOR LVL TO WALL C C TEES fV S3 I b` a PLATE TtB W/SIMPSON SI 52 ' 6" SEE SECTION E/52 'L550"CLIP ANGLES SIM c�ppE w SLOPE m I 28'-O"± BARN EXTENSION _ 4 1 1� I-1 LVL KING U .... _ ... 10±:12 1 10±:12 STUD a 2-2x6 JACK 29'-O'±®MAIN BARN w _ __ w STUD O 5'hx91.LVL :x9.L BOTTOM CHORD D.L. = 10 .P.5.F. 1 8 II cQc <w E ( G J HA„GER TYP. Typical Roof Truss-Load Diagram o m< + GIRDER TRU55 (SEE TYPICAL TRUSS BRACING DETAILS FOR ADDITIONAL INFORMATION) �na� I T 11 11 11my OOd =11114�H� _w x w ~Z BE Owx6 POST 12 I2 NEW 2x6®16'OG LADDER FRAMING®TRUSS E w ry d ry TEB CHORD 2x4 FLAT d PLYWOOD JOINT W J IDI— �10 O I PROVIDE 2x4 VERTICAL � � N - GIRDER TRUSS o a 5TRAPPIN6® 16' OG ON NEW PLYWOOD Q O ry OUTSIDE FACE OF TRU55 K2-2x10 NEW PREFABRICATED WOOD - Z Q N SG155OR TRU55E5 a 24'*0 G >' } 1) �i N W O PROVIDE NEW RTU RIDGE LINE m l ® BARN ROOF SOLID BLOCK xI WEIGHT, Z i t- I-ITaxS'.}LVL KING 12 4 BARN EXT. C O E e HANGER TYP, O O SND BETWEEN x NEW 2.6®16`OG K STUD a 2-2x6 JACK ROOF O RAFTERS 2-2x10 LADDER FRAMING B ta� M O UNIT CURB \y W ry NEW PLYWOOD TRUSS TtB CHORD a NEW PREFABRICATED WOOD wN7 ry 2:12 SLOPE 2.44TLAT®PLYWOOD N OVERFRAMING TRUSSES z N m (WEB GONFI6URATION PER MANUF.) L > .v I-I%x5'h LVL.KING O d LN Q STUD 4 2-2x6 JACK O ��4 } STUD O w, N O N } SLOPE SLOPE 0 I0±:12 10•:12 Typical Gable Truss Diagram � z TRU55 WEB GONFIOURATION TO BE THE SAME C IN Q AS STANDARD TRUSS m m JC Q t Q = x x x /// x z_ Z N d CART SHED(SEE DWGS GS-I t PROVIDE 2x4 DIAGONAL BRACING® —'--'—"�"xl"BOT R Q 12 12 x O SPADE WEBS TO TRUSS VERTICAL WEB MEMBER AS PROVIDE M 2-2x10 10� �IO ACCOMMODATE AN 18"A DUCT ' SHOWN(REFER TO TYPICAL TRU55 - G5-2 PREPARED BY EMANUEL 1-I-'Y.xS%z LVL KING BRACINLu G REQUIRMENTS) ?=1 Z (SEE PLYWOOD L DRAWING5) C ENGINEERING DATED 10/21/p4J� STUD a -2x6 JACK (V SOF TUD W IN —._..—._..4x1'xh"BR'G R N SHEATHING(TYPICAL) X NEW RTU X ._.._ EACH END W/(2) \ Js tvO -_..__._..._ -._—..-_.... C) �y"m x 6"HEADED - W t New Roof Framing Plan W 6O°" ---W WALL BE OWT GHRI 0 7 4' 8' H D x 12 12 PREPARED FOR: 10 Jl W Y Z M:51,5 t c o. W ____ __ _ —__ ___ 3l Beech Rood NEW WOOD 5G155OR Exeter,NH 03633 ROOF TRUSSES (E)2x10 olb”Or. DESIGNED BY: BARN EXTENSION MAIN BARN RAFTERS(V.I.FJ WOOD ROOF NOTES: PROVIDE SOLID 2x10 CHECKED BY: BLOCKING BETWEEN PROVIDE 3-2x6 PROVIDE 3-2x6 DRAFTED BY: RHG Q SEE SHEET 51 FOR GENERAL NOTES,TYPICAL DETAILS.AND MATERIAL RAFTERS a UNIT CURB TOP PLATE(TYPICAL) TOP PLATE(TYPICAL) SPEGIFIGATIONS. BUILD GABLE WALLS TO OC h,. f CHECKEDBY: FSE UNDERSIDE OF TRU55 r ,✓/qs TAMP: 2.) EXTERIOR WALLS TO BE 2x6 SPF NO.IMO.2 6 16"OG UON.ON DRAWINGS. NEW WALLS 2.661WOC, BOTTOM CHORD W/PLYWOOD SHEATHING (TYPICAL) `� '9 3J PLYWOOD FOR ALL ROOF AREAS TO BE 19/32"SQUARE EDGE PLYWOOD WITH a BLOCKING PER O` ED S. MINIMUM OF(1)PANEL SHEATHING CLIP BETWEEN SUPPORTS AT ALL UNSUPPORTED v ON SHEET 5 SCHEDULE PANEL EDGE5. (UNLESS OTHERWISE NOTED) (T SHEET 52 NUEL v tt1 (TYPICAL) � AL 4J ALL BEAM AND J015T HANGERS,P05T GAPS AND P05T BASES MANUFACTURED G,7 3 34 BY 5IMP5ON STRONG-TIE OR APPROVED EQUAL. LEGEND: 5J ALL TRUSSES a RAFTERS TO BE SECURED TO WALL PLATE AND/OR BEAM W/ h� ((.�\� ew Roof Framing 5IMP50N'H25A'HURRICANE TIES UNLESS OTHERWISE NOTED. O INDICATES EXISTING CMU FIRE WALL NG EXISTIFIRST o F \v FLOOR FRAMING S plan Sections 6J ATTIC VENTILATION a INSULATION REQUIREMENTS TO BE DETERMINED BY O INDICATES NEW 2x6 STUD WALL5EXISTING FIRST TO REMAIN NAL OTHERS. FLOOR O INDICATES EXISTING STUD WALLS 1j JOB#: 07-108 -IJ PROVIDE MINIMUM OF b'-O"ICE AND WATER SHIELD AT ALL EAVE5 AND TO REMAIN VALLEYS. (N) INDICATES NEW EXISTING FOUNDATION WALL(N) 30F SCALE: NOTED 8)INSTALL CONTINUOUS 1x3 STRAPPING as 16`O.G..PERPENDICULAR TO BOTTOM INDICATES EXISTING EDGE OF TRUSS. (E) New Section @ Bam 11 PW N-11 Y S 2x4 DIAGONAL BRACING O U TRU55 COMPRESSION WEB5. PLYWOOD ROOF SHEATHING Q (SEE SECTION BELOW) LL K BOTTOM CHORD OF PROVIDE TEMPORARILY 2x4 BRACING 0�Il OVERFRAMING O TOP CHORD MEMBERS AS REQUIRED 0 TRUS5E5 TO BE PRIOR TO INSTALLATION OF ROOF IL I- J CANTED TO MATCH SHEATHING.(SEE SCHEDULE FOR O U ROOF SLOPE. SPACING) F 12 12 K O 12 WEB CONFIGURATION a 10 10 5PAGE WEBS TO ACCOMMODATE z SLOPE PER MANUFACTURER V OU AN 18"xl8"DUCT(SEE w J SEE PLAN �- UNLESS OTHERWISE NOTED w K MECHANICAL DRAWINGS) W i0 r GONTIIdJ0U5 COMPONENT WEB BRACING AS CONTINUOUS BOTTOM CHORD LATERAL w O REQUIRED BY TRU55 MANUFACTURER. SEE BRACING O 10'-O"OC MAX. 0 ry DORMER DORMER TRU55 SHOP DRAWINGS FOR LATERAL JO TTE BRACES NEXT TO WEB/CHORD v BEYOND ❑ BEYOND BRACING REOUIREMENTS,LAP BRACING ui MIN OF 2 TRUSSE5. (T-BRACING OR SCAB TOP CHORD TEMPORARY LATERAL AND DIAGONAL BRACE m — BRAGING MAY BE USED IF P1551MILAR SPACING SCHEDULE(SEE BG51 1-03 FOR BRACING LAYOUTS) TRUSSES ARE LOCATED NEXT TO EACH TRUSS ELEVATION TRU55 SPAN MINIMUM LATERAL BRACE DIAGONAL BRACE OTHER. THESE BRACES SHALL BE PITCH SPACING(LBs) SPACING(DBs) U F APPLIED DURING TRUSS FARIGATION BY Z THE TRUSS MANUFACTURER.) UP TO 30' 4/12 10' 20' j ui NEW ROOF RAFTERS 30'-45' 4/12 b' Ib' C7 >m 4 NEW WOOD SCISSOR 4 12 (SEE PLAN) NOT 45'-60'• 4/12 6' e' Z i a M 12 ROOF TRU55E5 12 3! W •CONSULT A PROFESSIONAL ENGINEER FOR TRUSSES LONGER J U F o I. REFER TO THE WOOD TRU55 COUNCIL OF AMERICA(WTCA)6 THE THAN 60'. W W J O Z r PROVIDE 3-2x6 TRU55 PLATE INSTITUTE(TPI)"BUILDING COMPONENT SAFETY PLYWOOD ROOF Lu LLJ 0 2 TOP PLATE(TYPICAL) PROVIDE 3-2xb INFORMATION-BG51 1-03"FOR ERECTION BRACING REQUIREMENTS. SHEATHING Z Z N Q ri 2x4 PERMANENT DIAGONAL TOP PLATE(TYPICAL) BRACING O TRU55 PROVIDE TEMPORARILY Q(7 O 2. REFER TO THE ROOF FRAMING DRAWINGS AND THE TRU55 2x4 BRACING MANUFACTURER'S SHOP DRAWINGS FOR SPECIFIC BRACING COMPRESSION WE55. Z�- 0 �.. NEW WALL5 2xbolb`Or, BUILD GABLE WALLS TO INSTALL O GABLE ENDS t (SEE SCHEDULE) W W a m H- W/PLYWOOD SHEATHING UNDER51DE OF TRU55 REOUIREMENT5 AND LOCATIONS. « t BLOCKING PER BOTTOM CHORD SPACE O 20'-0" _ �V) SHEARWALL SCHEDULE (TYPICAL) 3. ALL TEMPORARY AND PERMANENT BRACING SHALL BE NO LE55 INTERVALS. ON SHEET 52 THAN 2x4 SPF p2 GRADE MARKED LUMBER. ALL GONNEGTIONS (TYPICAL) SHALL BE MADE WITH A MINIMUM 2-16d NAILS. (UNLESS OTHERWISE GABLE END TRUCHORDR TOP U NOTED ON THE COMPONENT TRU55 DRAWINGS OR THESE TRU55 U.O.N. � FARMERS PORCH DOCUMENTS) Q NEW BARN EXTEN51ON FIN15H FLOOR ELEVATION TO NEW DECK JOISTS 4. ALL TRUSSES ARE ASSUMED TO BE 24"OG OR LE55. GONTINJOJI COMPONENTTRUS`WEB MATCH EXISTING BARN NEW FI R5T WEB BRACING AS MEMBERS FINISH FLOOR ELEVATION FLOOR FRAMING (SEE PLAN) 5. ALL MULTI-PLY TRU55 MEMBERS SHALL BE CONNECTED REQUIRED BY TRU55 45'! NEW FIRST MANUFACTURER. FLOOR TOGETHER IN AGGORDANGE WITH TRU55 MANUFACTURERS ELEVATION TO REQUIREMENTS PRIOR TO INSTALLATION. MATCH(E)MAIN PROVIDE NEW PT SILLS PROVIDE(2)1'-Y•xah LVL EXISTING GEIL INC BARN 6. THE TYPICAL TRU55 BRACING DETAILS INCLUDE SOME OF THE TRU55 BOTTOM W/ `m EPDXY ANCHORS RIM BOARD FOR DECK (8'EMBEDMENT) ATTACHMENT ADD NEW 2-2x8 PT BRACING REOUIREMENTS FOR WOOD ROOF TRUSSES. THE TYPICAL CHORD 0 EXISTING FOUNDATION WALL LEDGER W/(2)ROW5 OF DIAGRAMS DO NOT REFLECT PARTICULAR DETAILS OF THIS PROJECT,SUCH AS ROOF SLOPE,WEB CONFIGURATION,OVERHANG5. LATERAL B 2x4 PERMANENT � tIA h"m THRU-BOLTS O Ib`OG BEARING WALL OR YI New Section @ Bam Extension ROOF LOADS,ETC. BEAM BELOW LATERAL BRAZING ON TOP OF N-Z -1. METAL TRUSS SPACERS MAY NOT BE USED IN PLACE OF THE BOTTOM CHORDS(SEE PLAN 41 I/4"=i'-0" REQUIRED TRUSS BRACING. BELOW SECTION TRUSSES V 8. TRUSS SHOP AND ERECTION DRAWINGS SHALL BE STAMPED BY A REGISTERED STRUCTURAL ENGINEER OF THE STATE OFLu �` MASSACHUSETTS AND SUBMITTED FOR APPROVAL. BEAM 6 HALL OR ON cm cc E Q 2x4 PERMANENT DIAGONAL 2xb DIAGONAL BRACING SOLID 2-2x6 BLOCKING BRACING O TRU55 O EACH SIDE OF TRU55 O TRU55 TOP G BOT COMPRESSION WEBS. Q INSTALL O GABLE ENDS 6 2x4 DIAGONAL BRACING NAILED TO TOP ` m CHORD(BETWEEN TRUSSES F / Al �Y SPACE O 2. (SE SE BOTTOM CHER CHORDS PA ROOF TRUSSES. FOR TWO-BAYS) SEE SCHEDULE FOR$PAGING. Q O • SIMPSON"L550`CLIP O TRUSSES, (ABOVE)SECTION O V ANGLES EACH SIDE TOP t BOT(TYPICAL) 41 r/ 3-2xb 3-2xb TOPTOF BOTTOM CHORDS SPACED OIN0OU52x LA' ON Q t CL C 2-laix5%}LVL 10'-O'a MAXIMUM. (LOCATE BRACES < P05T NEXT TO WEB/BOTTOM CHORD JOINT.) O D 2A �. o 'Z L fA d 51MP50N'L550 O I WCLIP ANGLES EACH ENDTOP I BOT ty X5%xllTg LVL HEADER GABLE END TRU55 Q cc �' U�'UNLESS OTHERWISE F G4-16d END NAILS 14-16d END NAILS NOTED OZ INTO HEADER INTO HEADER PRE);AV Welch Co. Gh Road KING STUD KING STUD p 9F /$IH 03833 TC �C� 2-144x5%5 LVL �IAL ED BY: JACK POST ECKED BY: SIMPSON"TBE6"CLIP SIMPSON`TBE6"CLIP ANGLES EACH SIDE ANGLES EACH SIDE S DRAFTED ED BY: RHG PREFABRICATED WOOD ROOF TRUSSES Q TOP t BOT TOP t BOT SPACED O 2'-O`OG OR LE55 Q GH KED BY: FSE 2-2x6 11 BOTTOM 51MR50N"L550"CLIP 2-2xb BOTTOM PLATE ANGLES EACH 51DE PLATE /J TOP t BOT(TYPICAL) NOTE: GABLE WALL TO BE 2-2x6 O 16"OG STUD WALLyG BOTTOM CHORD DIAGONAL BRACE New Gable Elevation @Main Bam BEARING WALL OR SPADING SCHEDULE BEAM BELOW TRUSS SPAN MINIMUM DIAGONAL BRACE 4 TRUSS SEE SCHEDULE 4 TRU55 PITCH $PAGING(DBs) SPACES MINIMUM 5PAGE5 MINIMUM UP TO 30' 4/12 20' 30-45 4/12 Ib' 45'-60'• 4/12 8' Sections&Details BOTTOM CHORD PERMANENT BRAG I N6 PLAN •GON5ULT A PROFESSIONAL ENGINEER FOR TRUSSES LONGER THAN 60'. TYP I GAL TRUSS BRAG I NCS DETAILS ETAIL5 51-ALE:N.T.5. JOB#: 07-108 GENERAL CONTRACTOR SHALL BE FAMILAR WITH AND STRICTLY SCALE: AS NOTED ADHERE TO PUBLICATION BC51 1-03. DWG: 4 OF 4 NOTE. COMPRESSION WEB BRACING REQUIREMENT5 ARE 5HOWN ONLY ON THE INDIVIDUAL TRU55 COMPONENTS SHOP DRAWINGS WHICH ARE DELIVERED WITH THE TRUSSES. S4- • DAs Fmror ELECTRICAL GENERAL NOTESELECTRICAL GENERAL NOTES SOME SYMBOLS ARE NOT USED ON THIS PROJECT. ELECTRICAL LEGEND O Q 2X..2.2 TROFFER,EMER BALLAST,NITE LITE 1. THE CONTRACTOR SHALL PERFORM ALL ELECTRICAL 19. EACH POWER AND LIGHTING CIRCUIT SHALL CONTAIN WORK IN ACCORDANCE NTH THE LATEST EDITION OF AN EQUIPMENT GROUND CONDUCTOR. 'b DUPLEX RECEPTACLE H'B JAMCABLE TELEVISION ® GARBAGE DISPOSAL g STEP LIGHT d EXTERIOR FLOOD LIGHTS THE NATIONAL ELECTRIC CODE, THE REQUIREMENTS WAD RECEPTACLE f SWITCH O NEAT OETECiORr TACK LIGHT OF THE LOCAL UTILITY COMPANY AND ALL THE 20. CONNECT EQUIPMENT GROUND TO ALL MACHINES AND O PENDANT UGHT AGENCIES, NATIONAL, STATE, COUNTY, AND LOCAL, SWITCHED RECEPTACLE fN 3-WAY SWITCH ® SURFACE MOUNT SPEAKER ,1, �' ld BARE BULB FLUORESCENT FIXTURE HAVING JURISDICTION ON THE JOB SITE. EQUIPMENT. GROUND FAULT INDICATOR -1 Y CEILING FIXTURE -- -I& f, .-WAY SWITCH IN-WALL SPEAKER T t.I BARE BULB FLUORESCENT FUTURE 21. ALL ELECTRICAL, MECHANICAL k PLUMBING DRAWINGS 2. THE CONDUIT AND WIRE RUNS ARE SHOWN ON THE f CEILING FAN SWITCH WALL��� SHALL BE REVIEWED BY THE ELECTRICAL CONTRACTOR, DISTANCE ABOVE FLOOR r ® SUB-WOOFER 2v.FLUORESCENT FIXTURE DRAWINGS DIAGRAMMATICALLY ONLY, AND SHALL BE ANY WORK CONFLICTING WITH THE ABOVE CODES, �T Cb RECESSED LIGHT FIXTURE INSTALLED IN SUCH A MANNER AS TO PREVENT H'® REFRIGERATOR RECEPTACLE fD DIMMER SWITCH OS SMOKE DETECTOR CONFLICTS WITH THE EQUIPMENT AND STRUCTURAL REGULATIONS, REQUIREMENTS AND DRAWINGS SHALL RECESSED DIRECTIONAL �� DISH WASHER RECEPTACLE D VOLUME CONTROL M MOTION DETECTOR SWITCH LIGHT FIXTURE CONDITIONS OF THE JOB. EXPOSED CONDUIT SHALL �' � UNDER CABINET FLUORESCENT FIXTURE BE BROUGHT TO THE ATTENTION OF THE OWNER SO A BE INSTALLED PARALLEL TO STRUCTURAL MEMBERS W?_z.OV RECEPTACLE Q FUTURE PROOF Q GARAGE DOOR KEY PAD PPCF MOUNTED FIXTURE AND WALLS, NO EXPOSED CONDUIT SHALL BE PROPER ADDENDUM CAN BE ISSUED. �m PH ABLE(CA7 5 ♦ AREAS WITHOUT LIGHT-TWCH ALLOWED IN THE FINISHED AREAS OF THE BUILDING. -t WATERPROOF RECEPTACLE V MID RL6 COAXIAL) .E) GARAGE DOOR OPENER ®OR HOME-RUN WIRING 22. PROVIDE TEMPORARY POWER AND LIGHTING ® FLOOR WnET N7 ucHr-ToucH cWmO CO DOOR BELL WIRING 3. THE CONTRACTOR SHALL TERMINATE ALL CONDUITMODULE...LOCATE 0 46' (D FAN OO BELL PUSH BUTTON /REPRESENTS WIRING WIRING TO ANOTHER DURING CONSTRUCTION. REMOVE TEMPORARY POWER DEDICATED 2.OV OUTLET a(, TO BE HOME-RUN FLOOR LEVEL SO AS TO PERMIT NEAT CONNECTIONS TO ALL 1-6 DEDICATED DRYER NETWVRKMue LOCATION ® FAN/lJGH7 MOTORS AND OTHER EQUIPMENT. FINAL AND LIGHTING AFTER CONSTRUCTION. DEDICATED 2.OV OUTLET ALL OUTLETS TO BE LOCATED NOTE:PROMDE DIRECT WIRED SMOKE USE 112 WAGE F-C� FOR OVEN/STOVE ® JUNC110N BOX B� WITHIN BASEBOARD UNLESS DETECTORS AS REWIRED BY WIRE On ALL CONNECTIONS SHALL BE MADE USING FLEXIBLE 23. UNDERGROUND FEEDERS CROSSING A CEIUNG FAN OTHERWISE NOTED ORIENT CODE.ELECTRICIAN RESPON- UNE VOLTAGE ROADWAY SHALL BE IN GRAY SCHEDULE METAL CONDUIT. a TELEPHONE JACK Q THERMOSTAT HORIZONTALLY(TYP.) SIBLE FOR COORDINATION WITH RUNS(TYP.) ARCHITECT. 80 PVC CONDUIT. 4. SHOULD THE CONTRACTOR HAVE ANY QUESTIONS, IN PLAN SYMBOLS THE FIELD, AS TO THE EXACT LOCATION OF ANY ABBREVIATIONS FIRE ALARM LEGEND RECEPTACLE. DEVICE OR OUTLET, THE CONTRACTOR G�1'X 4'SURFACE WRAP FLUORESCENT SHALL VERIFY THE LOCATION OF SUCH RECEPTACLE, AFF ABOVE FINISHED FLOOR GFI GROUND FAULT INTERRUPTER FIXTURE- ACRYLIC LENS rs TAMPER SWITCH AFC ABOVE FINISHED GRADE GFP GROUND FAULT PROTECTED DEVICE OR OUTLET WITH THE OWNER, ENGINEER, OR APPROX. APPROXIMATE.APPROXIMATELY ON GROUND 2'X 4'RECESSED FLUORESCENT THE DESIGNATED FIELD REPRESENTATIVE OF THE ARCH'L ARCHITECTURAL HP HORSEPOWER,HEAT PUMP Q FIXTURE- PARABOLIC LENS FS Row SWITCH OR ENGINEER. BATT BATTERY J-BOX JUNCTION BOX BKR BREAKER KW KILOWATT(S) O WALL WASHER PS PRESSURE SWITCH BLDG BUILDING LCT LIGHT 5. THE CONTRACTOR SHALL WHEN INSTALLING STEEL C CONDUIT,CONDUCTOR LTG LIGHTING o 6•RECESSED FIXTURE CONDUITS WHICH ARE EXPOSED TO EARTH, COVER CB CIRCUIT BREAKER,CATCH BASIN MAX MAXIMUM SUCH CONDUITS WITH TWO (2) COATS OF AN OLD CEILH NIGT Mo MAIN LMMAI UGS ONLYEAKER HORN p LOBBY RECESSED FIXTURE Q APPROVED ASPHALTIC PAINT PRIOR TO THEIR BEING COND CONDUIT,CONDENSATE.CONDUCTOR MIN MINIMUM Q conlr°ctor ekcbkd conlroctor N NEW.NORTH K) WALL LANTERN PLACED IN THE EARTH. DIA OAMETER NL NEW LOCATION HORN STROBE O DISTRIB CISTRIBUT011 NO NUMBER DUPLEX OUTLET 6. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL ON DOWN Oc ON a PANELBOARD >� )Y O ®15 STROBE LIGHT LIGHTING FIXTURES AND LAMPS SHOWN IN THE OWG DRAWING 14"AFF ON CENTER E EXISTING,EAST PNL PANEL "LIGHTING FIXTURE SCHEDULE" UNLESS OTHERWISE EC ELECTRICAL CONTRACTOR PVC POLYVINYL CHLORIDE QUAD OUTLET F❑ FIRE ALARM PULL STATION NOTED IN THE "LIGHTING FIXTURE SCHEDULE" OR ON EF EXHAUST FAN RL BELL«ATE 14"AFF ON CENTER N z THE DRANGS. ELECT ELECTRIC.ELECTRICAL I..L ELEV ELEVATION.ELEVATOR RLA RUNNING LOAD AMPS OH HEAT DETECTOR EMT ELECTRICAL METALLIC TUBING RS RIGID STEEL v VOICE/DATA OUTLET LLJ m 0 Q 7. THE CONTRACTOR SHALL PROVIDE AND INSTALL EQUIP EOnPMENT SIR SWITCH,SOUTHWEST T L TELEPHONE EOS SMOKE DETECTOR(HARDWIRED) LIGHTING SWITCHES OF THE TOGGLE TYPE, WALL FLUSH ER EXISTING REPLACE T14"AFF ON CENTER MOUNTED AT 42" AFF TO CENTER, UNLESS OTHERWISE E.ST'G EXISTING TRANS TRANSFORMER O J FA FIRE ALARM TYP MICALA® FIRE ALARM CONTROL PANEL NOTED. FIXTURES SHOWN WITH NO LOCAL SWITCHING FACP FIRE ALARM CONTROL PANEL UG UNDERGROUND S SWITCH c)U �---W SHALL BE CONTROLLED FROM THE PANEL TO WHICH FIN FINISH,FINISHED UNO UNLESS NOTED OTHERWISE THEY ARE CIRCUITED OR BY OTHER MEANS AS WG WITH WREGUARD 53 DUCT SMOKE DETECTOR Fu FULL LOAD AMPS 3—WAY SWITCH ® Z INDICATED ON THE DRAWINGS. FLR FLOOR wP WEATHERPROOF Prot-9 PPI-2O CIRCUIT BREAKER NUMBER ADD Q� LLJp 8. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL D DEDICATED (3f Z I- WIRING SHOWN ON THE DRAWINGS AS NO. 12 AWG NEW FIRE ALARM ZONE = C 7 Q THWN, THHN CU, UNLESS OTHERWISE NOTED. ALL BRANCH NEW SPRINKLER ZONE Z = CIRCUIT CONDUCTORS EXCEEDING ONE HUNDRED (100) O= FT. IN LENGTH FROM THE OVERCURRENT PROTECTION C O O O p DEVICE TO THE LAST ITEM FED BY THE BRANCH 'DIM Lutron skylDrk dimer and raDplDte,1000V CIRCUIT SHALL BE NO. 10 AWG THWN, THHN CU TO z U L!7 ZO g PREVENT VOLTAGE DROP. 9. THE CONTRACTOR SHALL PROVIDE AND INSTALL ` NINETY (90) DEGREE CENTIGRADE WIRE (NEC ART. '®I DUAL—LITE CV3 1 R E W • 410-31) WHEN WIRING THRU LIGHTING FIXTURES S USED AS RACEWAYS. NO(P D LUMINAIRE SCHE TYP YM RI T AM LUMENS MOUNTING/13ALLAST LLF ,g®g' DUAL—LITE CVT 3 R W 10. THE CONTRACTOR SHALL INSTALL ALL PANELBOARDS SO THAT THE DISTANCE TO THE TOPMOST OVER— I" CURRENT PROTECTION DEVICE OPERATING HANDLE rescolite 1053-746 (D 250V -4 RO 4 UO CESSED 0. —DUAL—LITE CVT 3 R W 3 INDOOR SYMMETRICAL 8'RECESSED N DOES NOT EXCEED 6' — 6" AFF. LJJ A ° CV3 11. THE CONTRACTOR SHALL PROVIDE AND INSTALL BARN SLOPE SCAB TI_ m w l� ��rn m^m H DISCONNECT SWITCHES FOR ALL MOTORS. THE DUAL-LITELLJ.-" o DISCONNECT SWITCHES SHALL BE HORSEPOWER Prescolite 1053-746 (1)250V QUART -4 4 00 RECESSED 0.88 Z. e RATED AND FUSED AS REQUIRED BY THE NEC. F-- �`� Z ( ) INDOOR SYMMETRICAL B'RECESSED (-��a y Z 12, THE CONTRACTOR SHALL VERIFY THE PROPER SIZING B 0 DUAL-LITE OUTDOOR O zmv'IS OF ALL DISCONNECT SWITCHES AND OVERCURRENT BARN EXTENSION SLOPE REMOTE HEAD OMSSBO605 U LL1a� E PROTECTION DEVICES FOR ALL MOTORS AND EQUIP- SCAB < n MENT SUPPLIED BY HIMSELF AND ALL OTHERS TO STEM MOUNT IN BARN ar.. LLj-1 C, MEET THE REQUIREMENTS OF THE NEC AND THE PROGRESS P2611-30 VH,P2602-30 LIGHT KIT,LAMPQ o3o EQUIPMENT PROVIDED AND INSTALLED. ` WALL MOUNT ON PORCH ELECTRICAL CONTRACTOR SHALL PROVIDE WIRING FOR 120V AND 208V CIRCUITS C/-)() Z�u TAH FAN SPEED ANLIGHT CONTROL OF SIZES BELOW,BASED UPON CIRCUIT LENGTH: LJJ-EP a„ 13. ANY APPARATUS, DEVICE, CIRCUIT, APPLIANCE, <t00 F7 012 AWG(Cu) J�n`wNOfv MATERIAL, OR LABOR NOT HEREIN SPECIFICALLY PROGRESS P5818-31 60V CLEAR t00-t60 FT dt0 AWG(CU) Cr tJ EN'S MENTIONED OR INCLUDED, BUT THAT MAY BE FOUND C Q WALL MOUNT 100-250 FT Y8 AWG(CU) QF. NECESSARY TO COMPLETE OR PERFECT THE W&-fj;c I INSTALLATION AND EQUIPMENT IN A SUBSTANTIAL o S Jw¢o MANNER ACCEPTABLE TO THE OWNER SHALL BE D p PROGRESS P5203 30 WHITE(2)ISOV PAR 38 U LyJ•rx�w FURNISHED BY THE CONTRACTOR AS IF SPECIFICALLY INCLUDED IN THESE DRAWINGS. - 14. ALL MATERIALS AND EQUIPMENT SUPPLIED SHALL BE E O CHANDELIER-(PER THE OWNER) NEW AND BEAR A U.L. LABEL OR SHALL BE U.L. PROGRESS P4387-10(10)60V CANDELABRA BASE LIST OF ELECTRICAL DRAWINGS LISTED FOR THE USE INTENDED, UNLESS U.L. DOES E1 NOTES L LEGENDS NOT HAVE AN EXAMINATION SERVICE FOR THE ITEM INE2 Lighting Plon w QUESTION.. 0 4'SURFACE MOUNTED WRAP FIXTURE(2)T8 LAMPS, COLUMBIA VCV 2/32V T8 EB8 120V(71V) F s E3 POWER 6 RISER PLAN � 15. BEFORE SUBMITTING BIDS, THE CONTRACTOR SHALL E4 TRENCH 6 PP3 PLAN b' PROGRESS B'ALPHA TRACK(4)P9203-28 VHITE,50V PAR 20 z o CONSULT THE ABOVE NECESSARY PROVISIONS FOR ES MECHANICAL POWER PLAN SAME BID, AND CALL TO THE OWNER'S ATTENTION, TRACK PENDANT MOUNT PB718-28 E6 FIRE ALARM PLAN L.LJ ANY WORK CONFLICTING WITH THE ABOVE CODES, l� REGULATIONS. AND REQUIREMENTS SO PROPER G PROGRESS P5-TG P7152-47 _J W ADDENDUM CAN BE ISSUED. FLUSH MOUNT BRACKET Q J IN. U_ 16. THE CONTRACTOR ASSUMES ALL RESPONSIBILITIES wI FOR THE WORK REQUIRED TO CONFORM TO CURRENT CODES AND COMPLETION. THE CONTRACTOR SHOULD WIRING METHODS IOW VOITAGE WIRING METHODS $ BECOME FAMILIAR WITH THE PROPERTY, LOCAL CODES TELEPHONE WIRING. VOICE DATA, OFFICE AREA. NM. (� AND THE SCOPE OF WORK. CATV RG6u OFMgs U Z 'r9 LJ_J 17. THE SCOPE OF WORK INCLUDES COORDINATION WITH WIRING INSIDE FINISHED WALLS. NM, MC. VOICE/DATA CAT 5E CHARLES E. OTHER TRADES AND THE INSTALLATION OF ANY I d COTE z J 0 J u TEMPORARY WIRE, AND POWER. WORK INCLUDES THE LIGHTING FIXTURES, RECESSED. MC. ELECTRICAL " a W Z �- FURNISHING AND INSTALLATION OF POWER, LIGHTING, No. 36069 EMERGENCY LIGHTS, SAFETY CIRCUITS, AND OTHER LIGHTING SWITCHES, REC. OUTLETS. NM, MC. Fir,OlOrm wrl nD methods WORK AS DESCRIBED IN THE DRAWINGS. DRAWING NO. EXPOSED AREAS, STORAGE AREAS, HIRING. EMT CONDUIT. Fire alarm Wring shop De, FPLR, FPLP, NPLF, and NPLFP 18. OUTDOOR FIXTURES AND NECESSARY CONDUIT ARE TO - r BE WEATHER PROOF AND APPROPRIATE FOR WET LOCATIONS. El U U JOB N0. 2726 T w I � -- z r w A 0 I I SC�D! \� mcT G w ci w N r_n Lo tb t� w O I O � t7d t=d T 7_1 u W N t7 V tTJ t= C� tb t7C W W W Lnw — n — — — w V D D D D 7_1 I D Z7 D D � n w I ABN\WIN, L a w I w z x �R m N � zip z � o zCD � aA T c � uL CD (7 A 1 ` y O• Z CIO z CD NL p r �ti Gy CD Fi m 0 0 0 A �r �o Op O z A up T'om o o� m ti '4-7- 'SsiasnH� I_ DRAWING ': NORTH ANDOVER �E ELECTRICAL CHARLES E. COTE, P.E. a �o ELECTRICAL ENGINEERS COUNTRY CLUB LIGHTING HAMPSTEAD9NEW HAMP HIRX 03841 500 GREAT POND ROAD o, m N (6 3p) 329 4540 �FAX�329 7832 PLAN E MAIL– eleclengr@comcost.net NORTH ANDOVER, MA c COPYRIGHT 2007 REPRODUCTION OR RE-USE OF THIS DOCUMEHTJN WHOLE OR IN PART,WITHOUT WRITTEN PERMISSION FROM COTE ENGINEERING SERVICES IS PROHIBITED. NEW PP3 120/208V 3PH OO RECESSED RECESSED M.C.D. 42P DN GFI,42" GFI,42" 10,000 AIC WP WP DN CATV PP3-20 PP3-20 ^— SFAN.. .. .. RECESSED RECESSED PP3-16 GFI,42" GFI,42" WP WP PP3-20 PP3-20 CAN SFA�P3-16 PP3-32 2" SCHEDULE 80 PP3-30 PP3-28 , . . O IN TRENCH CA PP3-22 I I LLJ >m 0< 0� I I o U f- II 1201208V 200A 200A NEW z <> II PP3-34 600A 200A DISC DISC 200A Q W o DISC DISC DISC (YzQ �Z U I I 00 CD EXISTING WIREWAY FEEDER TAP Z U LC�z PP3-26 - ' � s TV ry POWER DISTRIBUTI❑N DIAGRAM PP3-24 PP3-18 PP3-36FAN ! PP3-18 p SFAN E5 N LiJ .. EL LJ..� 0�p 8 GFI,42" Lei zXw" o WP o�m=� NEW PP3 RECESSED U zoa E LOCATED BELOW PP3-20 Waw o New First Floor Plan FIRE RETARDING w Q�3o 4' PLYW❑❑DL7 U.:" Uv�a "= BACKING w �o ELEC, PAINT BLACK -J F—n`wN TEL, PAINT WHITE <LUiJc�Nr a ELECTIC LEGEND aa� U Jae IJ.Jvx�w TELEPHONE/ DATA OUTLET 0 CATV CABLE/TV OUTLET z C� L'i Q o U � OF bq C� 1 S WW (—) LJ z CHARLES E.nip F W 3 Q F COTE J J o ELECTRICAL i p No. 36069 Li 0- C-- a N RAWING NO. N E 3 0 U JOB NO.1111 MR N0.M:vL9M omn> PORCH ON PORCH SCHEDULE OF PP-3 200A MCB,BARN EXTENSION PHASE:3, 4#3/0,#6 G VOLTAGE RATING:1201208V 2"SCHEDULE 80 PVC MIN.BUSS AMPS: 200 AMPS MAIN DEVICE AMPS: 200 MCB BREAKER AIC:22,000 MOUNTING:SURFACE DESCRIPTION LOADS,VA POLES POLES LOADS,VA DESCRIPTION LTG.BARN EXTENSION 1000 1P20 1 A 2 3P50 8852 RTUA LTG.BARN EXTENSION 800 1P20 3 B 4 LTG.BARN EXTENSION 1000 1P20 5 C 6 - - BARN EXTEN51O14 MAIN BARN NEW PPS,noon,1201208LTG.MAIN BARN 1000 1P20 7 A 8 3P50 8852 RTU-2 LTG.MAIN BARN 1000 1P20 9 B 10 - - LTG.MAIN BARN 1000 1P20 11 C 12 - - SPARE 1P20 13 A 14 1P20 360 REC OUT HVAC GFCI SPARE 1P20 15 B 16 1P20 800 CEIL FAN SPARE 1P20 17 C 18 1P20 800 CEIL FAN �1- SPARE IP20 19 A 20 1P20 600 REC OUT GFCI Q SPARE 1P20 21 B 22 1P20 600 REC OUT BARN EXTENSION Q SPARE 1P20 23 C 24 1P20 800 REC OUT BARN EXTENSION TEL.,CATV,FIRE LTG WALL SCONCE 400 1P20 25 A 26 1P20 800 REC OUT BARN EXTENSION LTG EMERGENCY CIRCUITS 1000 1P20 27 B 28 1P20 800 REC OUT BARN EXTENSION LTG.OUTDOOR,BLDG PER. 600 1P20 29 C 30 1P20 800 REC OUT MAIN BARN woMENS LTG.OUTDOOR BLDG PER. 1500 1P20 31 A 32 1P20 800 REC OUT MAIN BARN Q SPARE 1P20 33 B 34 1P20 800 REC OUT MAIN BARN SPARE 1P20 35 C 36 1P20 600 REC OUT MAIN BARN z SPARE 1P2037 A 38 1P20 SPARE LTJ m o< MAIN FOYER DINING DECK SPARE 1P20 39 B 40 1P20 SPARE >= EXISTING 5T0RA5E SPARE 1P20 41 C 42 1P20 SPARE O-j 9300 26464 - C:)U W MEN5 O� VA 35764 Q W Op NEW TRENCH BY G.C. CONNECTED LOAD 99.4 AMPS ADD SPRINKLER PIPE IN V` TRENCH NEW POWER PANEL. P3 ~z S ' DINING ROOM O O O� UPPER FOYER Z U O a 5 EXISTING CART SHED z a - W(n n w KITCHEN GRILLE ROOM (a-, �^ LLJMW. Lj z�O d I— off" EXISTING MASTER BOXCom o EXISTING SENSI SCAN FACP O ZOa E WaQ O a UP J a= b z HALLWAY LJ.J Q 03 2' TWO 2 k In U wZN v LLJ ELEC. RM BELOW <U Q W.N - L. �a�< . S_j'm'. a U LLJp=— CARD ROOM LIBRARY ffi o [LJJr 1" SCH 80 `` `` ELECTRICAL TRENCH DETAIL TEL PP3, 2" SCH 80 (y) ` cnry J a g FIRE ALARM 06 1�OF MAS = S 'CHARLES E. COTE ELECTRICAL LL.I W Q p No. 36069 J J $ y a W Q.. 1 RAWING N0. E4 -0 g JOB N0.272fi Det F6 RM9pI 11rt I f EXISTING PORGH ROOF (TO Be REMOVED a RE-BUILT SEE 1 STRUCTURAL) 1 w .". O (V 3 k S � m EXISTING PORCH ROOF (TO TR BE RE U D a RE-BUILT SEE ,:-. „,,,:,aq,� .,,..:...wc„,„zx „,>„;;; ]yI w 9 aL4N r) SLOPE SLOPE 10±:12 10±:12 - - 0 O Z PP3-14 w pD_ ry Wm ZQ wP...60/35A o > K O Wp —J Z DU �w ( E MEGN _ NEW RIDGE LINE O DW65) Q w o 5 TON - rE.” ¢C~IICALMM DuFOR SE _� 0 (COORDINATE PP3-2 4 6 sly rGH�icAL 4#8 3/4 EMT DHSSo pry 00 O� m I J - N z U Ln OZ a z 5 a: O W Cn w W e a W an- o -- 5 TON L ?xw _ EE FALSE CHIMNEY FOR MECHANICAL DUCT PP3-8,10,12 1-o O Zu 0 2' a' B' CHASE(COORDINATE NEW RTU 21 l(1 J U LL JQ-m E FSIZE W/MEGHANILAL 6T' (� 4#8, 3/4” EMT w� a= New Roof Plan DWS, ,1 Ljj Jo3 1 _ p PP3-14 <WW. BARN EXTEN51ON I MAIN BARN In U dz� WP 60/35A' �`'��o`° 8 �' � SKYLIGHT Q WCJanQ SLOPE p 5L0PE 5L-OPE ROOF TOP PACKCAGE COOLING AND HEATING UNIT 10.5:12 10.5:12 2:12 kD COOL. UNIT ELECTRICA z COIL EVAPORATOR FAN I'_ D Lu TAG AREA SERVEr LOCATION NOM. EER MANUFACTURER X? TOTAL N MAX TONS CFM ESP HP RLA PHASE MCA FUSE w J i BARN 208-230 RTU-1 EXTENSION ROOFTOP 5 2000 .50 1 4.14 3-PHASE 46.3 60 11.0 CARRIER 48HJE 006 208-230 J W o RTU-2 MAIN ROOFTOP 5 2000 .50 1 4.14 3-PHASE 46.376H CARRIER 48HJE 006 Q 3 BARN U p � d, a � ff Sy W U Q u CHARLES E. i J W J COTE W S ELECTRICAL i O NNo. 36069 s ^g RAWINC NO. E 5 JOBN0. 2726 u wro xn awaa. �ArNr DN FIRE ALARM LEGEND 15e DN TS TAMPER SWITCH F FS FLOW SWITCH 60 PS PRESSURE SWITCH HORN O IS® _ 60 Hs HORN STROBE els STROBE LIGHT Q oor 60 - Q FIRE ALARM PULL STATION O O O HEAT DETECTOR SO SMOKE DETECTOR (HARDWIRED) Q z y 60 I I FACP FIRE ALARM CONTROL PANEL w m O� I ® DUCT SMOKE DETECTOR 0—J IIQ U Q W ADD � 15 Os II Qs NEW FIRE ALARM ZONE QOf �Z NEW SPRINKLER ZONE 2— C) op I I 00 00 II zU Lnz - s 60 W Hs 60 W ro F Hs • a_W �� LJ Z`rWn c ff BELOW 0 zm3g u w ti TS TAMPER SWITCH LJ W2& o a a y w FS FLOW SWITCH U�Wo®� n New First Floor PlanILL) 3 PS PRESSURE SWITCH Za w Jm 1—� Q WcEoian a S J�¢om a U LyJvx`�w z_ S i s WPf� RTU1 RTU2 WP RTU-1 i i S D S D RTU-2 iAX i —Jo I I 4#16 I i Q >>< I I R1 I ©D I ROOFTOP I Q I ~ J p (��jl�.I I HVAC (LIJIl�,I I I�YIL---J R1 ® l>f•IL— J OF Mqs (__) Z o WP REMOTE TEST SWITCH REMOTE TEST SWITCH WP W Q CHARLES EG J J g 4 COTE # ELECTRICAL .yr" a LTJ L� n 'S No. 36069 J 9�c51 a o y ��``• RA'MNG NO. E6 10 U .KlB NO.2726 'a e 4 W m W Z Z W Z J 24x24 CD 330 CFM I 24x24 CO (n S330 CFM Z p0 ECTION'A' I �CID U m 1010 j 1010 z ZO R N Q OZ f24x24 CD 24x24 CD 24.24 CD _ p F-Q 330 CFM f 330 CFM f 330 CFM W O m T THEPI 05TAEATING Z Z TO Q �Q 1010 =-10'0 10'0 BARN EXTENSION 24x24 CD 330 CFM 24x24 m N — 330 CFM p ECONOMIZER FLOOD _ < N - I1 1T o 3/4"50LIND UNER 500 CFM 1 500 CFM 1 I O.0 I O'0 0 4x14 8 I8X16 36x8— = MAIN BARN N W O MOUNT ROOFTOP 40, --- --- --- ---J 0 a u M UNIT ON A FIELD t CONSTRUCTED I8x18 I I 1BX 12 12xI2 ip ao CURBTFOR IU MAIN BARN PLATFORM 3/4' UND LINER 36.8 RGFF 1_1 500 CFM 500 CFM G� T 24.24 CD f 24x24 CID 330 CFM 330 CFM COOUNG/HEATING —1010 101 0 101 0 SECTION'B' THERMOSTAT 1010 1010 � QQ _y 18x48 RG 9 w co 0 2000 CFM+ � > j24x24 CD + 24x24 CD + 24x24 CO 1 330 CFM 330 CFM 330 CFM 14 RETURN O J 2F'ROM BELOW Z �� 0-OO 20.14 UP W/5.L. 18x 12 UP W/S.L. Q^ Z 1-I/4'GAS I I x26 W 5OUND LINE i BX 1 2 W/3/4'SOUND LINER 11 =H W Q MOUNT ROOFTOP ECONOMIZER RTU-2 HOOD UNIT ON A FIELD ~ CONSTRUCTEDQ BARN EXTENSION PLUARTI EL �� OLr)O I-I/4'GA5 Z MAIN BUILDING Q J � J = Q U Z Q FROM EXISTING GA5 SERVICE U W t N SHEET NO. m I d. 7 S ROOF TOP PACKCAGE COOLING AND HEATING UNIT MECHANICAL EQUIPMENT AND NOTATION �* COOL. HEATING GOND.COMBUSTION UNIT COIL CAPACITY EVAPORATOR FAN COMPRESS. PAN PAN ELECTRICAL I. MECHANICAL WORK SMALL CONFORM TO ALL LOCAL,STATE,AND FEDERAL STANDARDS,CODES, TAG AREA LOCATION NOM. 2 STAGE MAX EER MINIMUM MANUFACTURER AND GUIDLINE5. TH15 WILL INCLUDE BUT NOT BE UMITED TO NFPA,IMC,SMACNA,UL,AND 05MA. SERVED TOTAL RANGE NOM. FUSE OUTSIDE TONS CFM ESP MP RLA LRA FLA FLA VOLTS MCA 512E AIR =3 PHASE 2. THE CONTRACT DRAWINGS ARE INTEN7ED TO BE USED AS A GENERAL DESIGN GUIDELINE.THEY ARE LIL NOT INTENDED TO ILLUSTRATE PRECISE INSTALLATION DETAIL AND ROUTING.IT 15 THE RE5PON51BIUTY W n 208-230 CO2 DETECTOR CARRIER MODEL OP THE CONTRACTOR TO DETERMINE EXACT INSTALLATION REQUIREMENTS AS DICTATED BY THE CODE AND W 0 RTU-I C)XTEEN51ON ROOFTOP 5.0 5 OTMBH R.50 8.8 28.8 169 1.5 .57 1-PHASE 46.3 60 11.0 BASED ON Z OCCUPANCY 48MJE 006 ON SITE CONDITIONS.IT 15 ALSO THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL A COMPLETE AND _ CO2 DETECTOR PROPERLY FUNCTIONING SYSTEM.ANY SIGNIFICANT DE51GN ALTERATIONS.ADDITIONS OR DISCREPANCIES p RTU-2 MAIN ROOFTOP 5.0 50TMBH 13.8 28.8 169 I.5 .57 2 8.23 46.3 60 I I.O BASED ON CARRIER MODEL SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND/OR OWNER BEFORE PROCEDING WITH z y OCCUPANCY 48MJE 006 THE WORK. W 3. THE CONTRACTOR 15 RESPONSIBLE FOR COORDINATING THE MECHANICAL SYSTEM INSTALLATION WITH ALL 0 TRADES INCLUDING ELECTRICAL,ARCHITECTURAL,AND STRUCTURAL. NOTE:ROOFTOP UNIT TO BE PROVIDED WITH AN ECONOM12EK 4. THE CONTRACTOR SMALL TEST,ADJUST AND PUT IN SERVICE ALL SYSTEMS AND MAKE ALL ADJUSTMENTS J AS REQUIRED TO MAKE THE SYSTEM OPERATE AS SPECIFIED.PUT ALL MECHANICAL EQUIPMENT SPECIFIED HERE IN OPERATION IN THE PRESENCE OF THE OWNER OR THE OWNERS OF51GNATED REPRESENTATIVE. Z O GIVE ALL OPERATING AND MAINTENANCE INSTRUCTIONS TO THE OWNER. 0 Oto 5- THE CONTRACTOR TO INSTALL ALL EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. V OC O MECHANICAL SYMBOLS G. PROVIDE ACCESS TO ALL EQUIPMENT INCLUDING,BUT NOT LIMITED TO CONTROLS,BALANCING AND SHUT Z Z L 0 Z OFF VALVES.COORDINATE WITH ARCHITECT AND GENERL CONTRACTOR. I 7. SUPPLY DIFFU5ER5 TO BE FW5M MOUNTED TYPE FOR 50LID DRYWALL CEILING.METAARE SERIES 5000 OR EQUAL. LLu m SUPPLY DUCT UP RETURN GRIUES TO BE METAWRE MODEL PH OR EQUAL. Q u O ~ 8. ALL MAIN SUPPLY DUCTWORK TO BE INSULATED WITH A BLANKET WRAP WITH A MIN.2"THICK INSULATION Q 'T UNIT GAS CONTROLS Q UNION AIR SUPPLY DUCT DOWN R VALUE OF 5.6(h-5F-FyMR. ALL DUCTWORK RUNOUTS 10 FT AND LE55 MAY BE WRAPPED WITH A MINIMUM - 1-1/2'THICK R VALUE OP 4.2(h-5F-F)IHK. THE FIRST 10 FT FROM THE RTU OF SUPPLY AND RETURN GAS COCK HANDLING DUCTWORK TO BE SOUND LINED WITH I"THINK INSULATION. UNIT 1�T I V RETURN DUCT UP 0 9. DUCTWORK SIZES SHOWN ON THE MECHANICAL PLANS ARE INSIDE CLEAR DIMENSIONS.INCLUDING AN a ALLOWANCE FOR SOUND INSULATION. p S v 0� RETURN DUCT UP 10. CONTRACTOR WILL COORDINATE THE CEILING DIFFUSER AND RETURN WITH ARCHITECTURAL PLANS. `SEDIMENT TRAPS: 11. THERMOSTATS TO BE ELECTRONIC PROGRAMMABLE AUTOMATIC CHANGEOVER MEATING/COOUNG TWO b 2S NG NATURAL GAS STAGE. HONEYWELL OR EQUAL. d 12. INSTALL FIRE DAMPERS IN ALL FIRE RATED PARTITIONS,FLOORS,CEILINGS OR FIRE RATED ASSEMBLIES. Vi GAS PIPING CONNECTION DETAIL ®CD CEILING DIFFUSER y , 13. THE SUPPLY DIFFUSERS WILL BE SUPPLIED WITH 80075 TRANSITIONING TO ROUND CONNECTIONS. FLEXIBLE NOT TO SCALE DUCTWORK RUNOVT5 ARE SPECIFICALLY UMITED TO 6 FEET OR LESS. RG RETURN GRILLE 14. INSTALL TURNING VANES IN ALL NON-RADIAL SUPPLY DUCTWORK ELBOWS. 15. INSTALL FLEXIBLE CONNECTIONS BETWEEN ALL MOVING OR VIBRATING EQUIPMENT AND DUCTWORK. Y vCd VOLUME CONTROL DAMPER 16. SEAL DUCT JOINTS WITH MARDCAST,DURO DYNE,KJNGCO OR EQUAL. THERMOSTAT 17. PROVIDE THE DUCTWORK SYSTEM WITH BALANCING DAMPERS AT ALL MAJOR DUCTWORK BRANCHES AS w�./� Q Q O WELL AS AT ALL DIFFUSER TAKE OFFS OR AS REQUIRED TO PROPERLY BALANCE TH15 SYSTEM. W 0 ji CH KE 18"0 18. DUCTWORK TO BE GALVANIZED STEEL AND INSTALLED IN ACCORDANCE WITH SMACNA STANDARDS. O 0 pZ W 18x I 18 18 1010 I O"0 19. GAS PIPING SMALL BE BLACK STEEL CONFORMING TO(ASTM A53♦AI OQ. FITTINGS TO MATCH PIPE MATERIAL. 0 O JOINTS TO BE THREADED U51NG A PIPE-JOINT COMPOUND CONFORMING TO A5ME B 1.20.1. 10"0 10"0 20. SUPPORTS FOR THE INSTALLATION OF ALL STEEL PIPING SMALL NOT EXCEED A D15TANCE OF 12 FEET. \ 21. ALL GAS FIRED EQUIPMENT WILL BE SUPPLIED WITH INDIVIDUAL SMUT-OFFS AND GAS PRESSURE REGULATORS. f fz L ALL GAS PIPING RUNNING IN CONCEALED SPACES SHALL NOT HAVE UNIONS,TUBING FITTINGS,OR RUNNING =) I--' 6x8 36x8 24x24 CO M THREADS 330 CF0 330 CFM 22. MATERIALS AND INSTALLATION OF MANGERS,SUPPORTS,PROTECTION AND THERMAL EXPANSION SMALL BE IN O O Q O ACCORDANCE TO IPC 5TANDAR05. PROTECTION FROM CORROSION FOR METAL PIPES PASSING THROUGH ------------I-I ------------ CONCRETE WALLS.FLOORS OR OTHER CORROSIVE MATERIALS SMALL BE PROTECTED AGAINST EXTERNAL 36x8 RG 36x8 RG CORROSION BY A PROTECTIVE SHEATHING OR WRAPPING OR OTHER 500 CFM 500 CFM 1 1 23. ALL PIPING PASSING THROUGH F1RERATED WALLS WILL BE SLEEVED AND PROVIDED WITH FIRE STOPPING AS 24x24 CD 24.24 CD DETAILED ON TH15 SHEET. 330 CFM 330 CFM a. z 24. ALL ROOFTOP/AIR CONDITIONING UNITS WILL BE SUPPLIED COMPLETE WITH A FULL PACKAGE Of ACCESSORIES INCLUDING BUO a T NOT LIMITED TO VIBRATION ISOLATORS,FLEXIBLE DUCTWORK CONNECRON5,THERMOSTATS AND CONTROLS. 0(n 25. PROVIDE I'SOUND LINING FOR SUPPLY AND RETURN DUCKWORK WITHIN A MIN.OFI O FEET OF THE AC UNIT. ,'^`LuO 18x48 RG vV J z DC R 2000 CFM Q(n U Lu Z -� Lim LU MECHANICAL SECTION "A11 MECHANICAL 5ECTION 1113° N n N SCALE:Y.'- 1'-0' SCALE:Y;s VO' SHEET NO. M2 1 Form 4 System Commonwealth of Massachusetts Massachusetts System Pumping Record nnov H-11.8014JU- System Owner System Location North Andover Country Glut! North Andwer Country Club 500 Groat Pond Rd 500 Griat P+-jnd Rd Nor.to Andovor, MA, 01845 North Andnvor, MA, OilfS45 (978)-685-4776 L Tito- Type: Emergency Routine A� Cesspool: No -avv*�— W F- Yes LEI Date of Pumping: I( 12Y Quantity Pumped�- � Gallons System pumped By: Wind River Environmental, LLC permit#: Contents transferred to: Contents Disposed at: Daft: PUMPer Signature: Condition of System/Other Comments Dep Approved Form - 12/07/95 Form 4 System Pumping Record Commonwealth of Mossachusetss Massachusetts System Pumping Record System Owner System Location N(:,rth And- over Country Ciub North Andover Co-untY Club 500 Great Pond Rd 5-00 Great Pond Rd Nort.h Andover, MA, 0194' Forth Andover, MA, 0164E, (976;--605-4776 x Type: Emergency Routine Cesspool: hk Yes SIPHOW: w ®Yes Date of Pumping: 51/6 X) Quantity Pumped; 6allons j? System Pumped By: Wind River Environmental, LLC Permit#: Contents transferred to: Contents Disposed at: Date: 2121 Y163 Pumper Signature: Condition of System/Other Comments Dep Approved Form 12/07/95 Form 4 -- System Pumping Record Commonwealth of Massachusetss Massachusetts L.V�C�F TJO RTHH A ERS System Pumoina Record t EI<1ARU OF HEALTH j[jLZ 2003 s t System Owner System Location North Andover Country club 'ior,,h A1tdow6r COuns r.y L;-,� 500 Great Pond Rd (7,r-)et rend Rd North Andovk+r MA 01645 1 (978) -685 4776 Type: Emergency Routine C,r� � -�✓AP Cesspool: W yes tepier 0*: w Ely-, M V Orate of Pumping: Quantity Pumped: 5"S A Gallons System Pumped By: Wind River Environmental, LLC Permit#: Contents transferred to: Carver S T.F Contents Disposed at: Carver, MA. Date: Pumper Signature: Condition of System/Other Comments Dep Approved Form - 12/07/95 7� Form 4 -- System Pumping Record Commonwealth of Mossachusetss Massachusetts System Pumping Record System Owner System Location North Andover Country- Club .4orth Andover Country Club 500 Great Fond Rd, 300 Great Bond Rd. forth Andover. MA, 018 4orth Andover, MA, 01845 !786854776 )786859776 9orth Andover Country{ Cl Type: Emergency Routine �,eA�p t A(D Cesspool: No xYes W OYes Date of Pumping: �L' Quantity Pumped: 157e7 Gallons System Pumped By: Wind River Environmental, LLC Permit#: Contents transferred to: Contents Disposed at: Carver 5.T: Carver, MA. Date: Pumper signature: )Z—�� Condition of System/Other comments Dep Approved from - 12/07/95 Form 4 -- System Pumping Record Commonwealth of Mossachusetss � Mnssnchusetts System Pum Record System Owner S System Location II0 r CcvmtLy PJ rOAii ,-C(:)V,- , t4;%, OiFVJ -7 7 rn Type: Emergency Routine � A vz, Cesspool: Klo w I Yes --iYes F Date of Pumping: L�4/ ;� Quantity Pumped: IS i7 Gallons System Pumped By: WWd River Envihv~tal, LLC Permit#: Contents transferred to: R E-CE IV JUN 13 205 -TOXN TOLE MORTH)E AOL"TH Contents Disposed at: S. �\11 N . �LT C;at\je Date: Pumper Signature: Condition of System/Other Comments Dep Approved Form - 12/07/95 a Form 4 -- System Pumping Record Commonwealth of Massachusetss : Massachusetts System Pumping Record System Owner System Location North Andover Country Club North Andover Country Club 500 Great Pond Pd 500 Great Pond Poad North Andover, MA 01645-2043 North Andover, MA 01845 976--683-4776 978-685-4776 Type: Emergency Routine Cesspool: Mo Yes mac: No Yes Date of Pumping: p ( Quantity Pumped: 00,0 Gallons System Pumped By: Wind River Environmental, LLC Permit#: Contents transferred to: Contents Disposed at: Carver S.TF. Carver, MA. Date: I I 0 I Pumper signature: Condition of System/Other Comments Carver Carver, Mqe` Dep Approved From - 12/07/95 r Form 4 -- System Pumping Record Commonwealth of Mossachusetss : Massachusetts System Pumping Record firth LlnrlrniF � (`,-t,.nYC•i �I��h 'r�a•thi AFnrinc�aKf"n>>r;'hrst ('1,`h )00 Cry>at Pond Fd 00 Great Pr.-nd Rd Iorth Anoo: vr. MA, 01845 t of th Andover. MA. 018,11) (978) -6Q5-4776 +� 97R? -6-85-4'776 u Type: Emergency Routine LL)/' td 4-taN2., Cesspool: w Yes Septic tank: No U"es ED— Date of Pumping: -7 Quantity Pumped: Gallons 340 System Pumped By: Wind River Environmental, LLC Permit#: Contents transferred to: Contents Disposed at: @rve r Sad.F Cervor AA u• Date: Pumper Signature: f11 Condition of SysteWOther Comments Dep Approved From - 12/07/95 rrA-^"PM _vtl��i/moi TOWN OF NORTHNNNDO SYSTEM PUMPING REQ.�1a�3 2002 DATE: Nz SXSTEM OWnEi i�l ADDU �jo �-A UCSS SYSTEM LOCA71ON l.yampl : Ici front of house) oar / I ' i n4TE OF PCNIPING.. l QUANTITY PUIUI'E] _LL—GALLONS i CESSPOOL. NO � XES SEPTICANK: NO YES NaTIJRE OF 5.rr RVIC E: ROUTINVV v EMERGE-iNC:Y OBSERVATIONS' GOOD CONDIi'ION FULL TO COVER HEAVY GREASE 13,1%.FFLES W PLACE _ ROOTS LEACHFIT.LU RUNBACK. _ EXCESSIVE SOLIDS FLOODED SOLIDS CARRYOVER OTHER (EXPLAIN) CO.NIALENTS: CONTENTS TRANSVEXRED 10: /,�Ljog G� / � -LAW", ._..A - -- -_.'-�-i�_��L[ _s'+�- ,'�;i,'a. ,'.y ttr.l cA•nc Vivo t ,t a ti�r•sy.:A r, --— --- — — a w --"— --— --- 4,4 A4 on" 1.5 +Po �• __.- - - �,.: ,.$ 9 — .�,� � rb: �Tx :':�` �_. r. su��,�s�'�#.�"�?`d� ASm,". t y 1 xz r a a 1' a ; _777 'SCT"Z MA �r r f Tj 3 � 5 WN t a —-._., b � �"'r moi. n WO �ki WNWan An Jl- �,'�L.•a�� tu'�'i' 2 d rvr �',w�L°kk w..-, �`� f• —_ _ +... _ ;. ti -Yi sl�a3:c 'A'�1id ;hx`r* �, "�rW an.;.'"' 'N M'� � ` 4WAS. q-a K, +r $..,,-.. ,�,•4. ver c :�y{�+��� w. � r `Y` ,� a�.•� s ° may.`. � ae"' .`" t`5 u R jk�, ^I.` f`'r•. ''v.. '�w\ - .,;A,yyj�.�'.'.. �i s• t"�,.p�y! }`. -" � '�'}� � '3 �¢ y �:, � •t'� ------------- -`Fw -- �.— �'�:. C- �` — --— M1� c r� . ,��+� `5 r. � �.�n��f� �'���T r ':v'y `�,� "p'a � i 5'�';�. r t ^ , .'`` �# 'F4'ia..fi ,�Yb• .. Vy w.,F �i y� 3 4 �z� �'� �q r�'a� fr l $r{ ­�YI'74 MEN TO k 9, Vii: •w�'a^+t,...+-..+i•• T�' ,.'b'i _ '.r � _ jf ,l�f�,."R�? +ry'�` g! + LL: _..,.. .. ,.. � ,.,,. ..�.�..:.�'y`"`-zt.^a .. —^r ..�:: i:>�r �an...:..� ;5^.��.�ts. u,3..:w ...,..t�-.a, .,. � r'+:..: ��'..,.�F -:`, �',.; •,�;;u �� ^s� 'w "')w�`'� m Ni e •. as r <, •t'5 �,'', a .,.,,,,.� :a- '' t :; ° ,y, x* rF ..r '; $a,3=",."v,� i ..r;. ';#�'"`:'� a. r ,,��•• ?�„- �} 3 9 ^:..$Y,'"', .e'a d' _J:.,.-. ,,.r ny"p; *. A"5 $., .tyif^, W 5. x....'• .. •..';, ,� 'R.. v .j” 7 ��,, a.�4� -,� '+tet :� fr "'yrlr �'"`'�`�-� xf<z2a.� �:•* ; fia��"w,, .�. .,. '+�, '���k���,,; ., fi=n.. " 1 y d.+:�' +* h«•,,� n, as � "� ;: r""�;«_ I' �i '4: �9 f � ps°� �I '"1� ' p t v ;y a F„• /P BST+.. �, ,. r x r� Y ILL ,`66 Arp, L ------------ '4 a, .—.__.__---_....----__.__-.___-'-.__.-_...__- ��c. `" e-✓Y*7�'d'.�,y M"��¢��$'4 � •rxr'"�,r5'#a� r" ------ , 4 �'�'., ^u, '.,^'mry,:' WeAn 4 f, V10RTy D�St L60 yb�� Town of North Andover. 0? ®a;' Office of the Planning Department Community Development and Services Division 27 Charles Street 9SSnemusEt. North Andover,Massachusetts 01845 Planning Director, hqp://www.townofnorthandover.com P (978)688-9535 J.Justin Woods jwoods@townofnorthandover.com F (978)688-9542 NOTICE OF DECISION SENT USPS VIA CERTIFIED MAIL RETURN RECEIPT REQUESTED # �10C o5io OC_Yx�t' 3 �8yr1 500 Great Pond Road Assess'drs North`Andover Country Club Map 63,Lot 12 Watershed Special Permit The.public hearing on'the above referenced application was opened by the North Andover Planning:Board on March 25, 2003 and closed ton July 22, 2003. Tom Childs, NACC Member, and 'John Bresnahan, IPM Specialist of Turfgrass Environmental Consultants represented the applicant. On July 22,2003,Mr. Nardella made,and Mr.White seconded,it motion to grant.a Watershed Special Permit to allow for the construction of a bathroom within and a 340 square foot addition to the existing garage, related`site improvements and landscaping AND the installation of a 128 square_foot self contained`chemical storage fac' within the Residential-1 Zoning District and the,Non-Disturbance Zone 'the Watershed Protection District, under the requirements of Section 4.136& 10.3'of the North Andover Zoning Bylaw. This Special,Permit'was requested by the by North Andover Country Club, 500 Great.Pond Road, North Andover, MA, 01845. The original application, excluding revised documentation, as cited herein, was filed with the Planning Board on submitted on February 21, 2003 with subsequent'submittals on file.' The applicant submitted a complete'application, which was noticed and'reviewed`in accordance with approve was sub,a Town of North Andover Zoning Bylaw and MGL Chapter 40A,Section 9. The motion to Section 10.52 of th ect to the FINDINGS OF FACTS and SPECIAL CONDITIONS set forth in Appendix A to this decision. The Planning Board voted on the motion by a vote of 4 in favor to 0 against. A specialpermit issued by a special permit granting authority requires a vote of at least four members of a five-member board. 'See MGL Chapter 40A, Section 9 and Section 10.3(5)of the Town of North Andover Zoning Bylaw. Accordingly, the Application for the Watershed Special Permit is approved with the attached conditions. The applicant is hereby notified that should the applicant disagree with this decision,the applicant has the right, under MGL Chapter' 40A, Section 17, to'appeal to this decision within twenty days after the date this decision has been filed with the Town Clerk. Respectfully Submitted: )MO J Woods,Planning Director TU"ver I "7 ' +` for the North Andover Pl Board: ?l Cir H ,�LJH, amm�g w _._ Alberto Angles,Chairman George White,Vice Chairman ;r .,;r JILL 2 4 2003 � � Felipe Schwarz,Clerk - Richard Nardella Lam, C-' '-� _._l ��; Form 4 -- System Pumping Record f Commonwealth of Massachusetss Massachusetts l r lP-OARD OF HEAD-,-! ii/ �LLJJJ System Pumping Record w _ System Owner System Location North AnlavZr Country Club s00 k:reat Pend Pd E 500 Grr jt bond Road Ijorth Andever MA 01845-2D43 r r North Andover. MA 01841, I 97:;,-a85-4?'b ," ,r ➢78-6E;5-4'l'lE 1 � Type: Emergency Routine Cesspool: No Yes Sap31elBe` No F-iYes Date of Pumping: Quantity Pumped: fwd Gallons System Pumped By: Wind River Environmental, LLL' Permit#: Contents transferred to: Contents Disposed at: r Date: (� . Pumper Signature: --- - - Condition of System/Other Comments i f Dep Approved from - 12/07/95 I r i - ---� � _ �_ .� � __ . ., �- � _� --�_. � . �, l `�\•,� 1 ' ,. J�l /l/�� �� r � ,, ,. � ti �,, J FORM 4-SYSTEM PUMPING RECORD CURRIER SEPTIC & DRAIN SERVICE 107 FOREST STREET; MIDDLETON,MA 01949 (978) 774-2772 CO MONWEALTH OF MASSACHUSETTS &d , MASSACHUSETTS SYSTEM PUMPING RECORD SYSTEM OWNER: SYSTEM LOCATION: } 21G akd, &S C � CFqy�77 DATE OF PUMPING: a;,, 2, QUANTITY PUMPED: GALLONS CESSPOOL: NO F7 YES 0 SEPTIC TANK: NO 0 YES SYSTEM PUMPED BY: CURRIER SEPTIC & DRAIN SERVICE CONTENTS TRANSFERRED TO: DATE: 5 g,.�l j SPECTOR: 14 FORM 4- SYSTEM PUMPING RECORD CURRIER SEPTIC & DRAIN SERVICE 107 FOREST STREET;MIDDLETON,MA 01949 (978) 774-2772 COMMONWEALTH OF MASSACHUSETTS ZILI Na QU ^ ,MASSACHUSETTS SYSTEM PUMPING RECORD SYSTEM OWNER: SYSTEM LOCATION:. � AoCXGvc� .. �o �� / ��� �G� � do DATE OF PUMPING: ��S ©� � c) QUANTITY PUMPED: Od GALLONS CESSPOOL: NO E4�S a SEPTIC TANK: NO F-] YES _ SYSTEM PUMPED BY: CURRIER SEPTIC & DRAIN SERVICE CONTENTS TRANSFERRED TO: 6 DATE: � �� D cJ INSPECTOR:_ /Z FORM 4-SYSTEM PUMPING RECORD CURRIER SEPTIC & DRAIN SERVICE 107 FOREST STREET; MIDDLETON,MA 01949 (978) 774-2772 OM7-7'� WE F MASSACHUSETTS '; 4 G` ,MASSACHUSETTS SYSTEM PUMPING RECORD SYSTEM OWNER: SYSTEM LOCATION: Ae 7 J C Y DATE OF PUMPING: Q UANTITY PUMPED: U cJc� GALLONS I CESSPOOL: NO YES SEPTIC TANK: NO 0 YES 0' SYSTEM PUMPED BY: CURRIER SEPTIC & DRAIN SERVICE CONTENTS TRANSFERRED TO: DATE: �� r �� INSPECTO �C- FORM 4-SYSTEM PUMP G CORD CURRIER SEPTIC & DRAIN SERVICE 107 FOREST STREET;MIDDLETON,MA 01949 (978)774-2772 COMMONWEALTH OF MASSACHUSETTS MASSACHUSETTS SYSTEM PUMPING RECORD SYSTEM OWNER: SYSTEM LOCATION: Ab u-tW fu o4YLc� �o ��Y dBs--Y��6 DATE OF PUMPING: QUANTITY PUMPED: (, CJ C� GALLONS CESSPOOL: NO 0 YES TANK: NO YES SYSTEM PUMPED BY: CURRIER SEPTIC & DRAIN SERVICE CONTENTS TRANSFERRED TO: DATE: CS� INSPECTOR: Keo(-9-e- i Town of North Andover f kORTH OFFICE OF 3�O ee o ,e fe tO COMMUNITY DEVELOPMENT AND SERVICES ° . 27 Charles Street 4t North Andover, Massachusetts 01845 WILLIAM J. SCOTT 4SSACHUS Director (978)688-9531 Fax (978)688-9542 0 Establishment: Address : , Telephone: Date: Person Scaken With: Owner On this day an inspection was made of your waste receptacle area. Your waste receptacle area was found _clean dirty and the cover of your waste receptacle was found � in good repair _ in poor repair and _4e,'_ kept closed not kept closed. Other Comments: 1 } 410 . 600 Storage of Garbage and Rubbish - Garbage/Rubbish shall be stored in watertight receptacles with tight-fitting covers . Said receptacles and covers shall be of metal or other durable, rodent-proof material . 410 . 601 Collection of Garbage and rubbish - The owner of any dwelling shall be responsible for the final collection or ultimate disposal or incineration of garbage and rubbish by means of a regular collection system approved by the Board of Health. 410 . 602 Maintenance of areas free from Garbage and Rubbish (A) - The owner of any parcel of land, vacant or otherwise, shall -be responsible for maintaining such parcel of land in a clean and sanitary condition an'd free from garbage, rubbish or other refuse. The owner of such parcel of land shall `correct any condition caused by or on such parcel or its appurtenance which affects the health or safety, and well-being of the occupants of and dwelling or of the general cublic. _ crSon i.r, Charce M ,. ..,.. .,,. ,,,,., .. arm �n:� is . ,.,,...•�... ..,, ,, ,.. , , .^o 04 in nr ,,. � •,�n<.; c, Town of North Andover f NORTH OFFICE OF � ","to COMMUNITY DEVELOPMENT AND SERVICES � p # k 27 Charles Street North Andover, Massachusetts 01845 WILLIAM J. SCOTT SA HUS Director (978) 688-9531 NOVICE OF DECISION Fax (978) 688-9542 Any appeal shall be filed within (20) days after the date of filing this Notice in the Office of the Town G Clerk. x go--4o w :;0on:�a Date June 2, 1999 Ln s.-:!r.t'- .:, . Date^of Hearing June 1, 1999 Petition of North Anr3 over—('Quntr�-Cela Premises affected 500 Great Pond Road Referring to the above petition for a special permit from the requirements of the North Andover Zoning Bylaw Section 4.136 (watersjed protection district) so as to allow to pave an existing compacted reprocessed asphalt driveway and parking lot, approximatlev 12,490 SF in the wat-Prshari proteCtinn distr-iet.— After a public hearing given on the above date, the Planning Board voted to APPROVE the WATERSHED SPECIAL PERMIT based upon the following conditions: SignedLL CC: Director of Public Works Richard S.Rowen. Chairman Building Inspector Conservation Department Alison Lescarbeau.Vice Chairman C Health Saififi riari N `Assessors John Simons. Clerk Police 1 Chief _ Fire Chief Richard Nardella ��• Applicant S� ; Engineer Joseph V. Mahoney Towns Outside Consultant File Planning Board Interested Parties BOARDOFAIPFE,-Ls 633-9541 BUILDING 6S3-9545 CONSERVATION 683-9530 KAL;H 683-9540 PI.ANI'1NG 6,)3`1535 500 Great Pond Road Special Permit-Watershed Protection District The Planning Board makes the following findings regarding the application of North Andover Country, 500 Great Pond Road, North Andover, MA 01845, dated April 20, 1999, requesting a Special Permit under Section 4.136 of the Zoning by-law to allow surface and sub-surface discharge of storm water within the Non-Discharge Zone of the Watershed Protection District in conjunction with the construction to pave an existing compacted reprocessed asphalt driveway and parking lot. FINDLNGS OF FACT: In accordance with 4.136(4) the Planning Board makes the finding that the intent of the Bylaw, as well as its specific criteria, are met. Specifically the Planning Board finds: 1) That as a result of the proposed construction in conjunction with other uses nearby, there will not be any significant degradation of the quality or quantity of water in or entering Lake Cochichewick. The Planning Board bases its findings on the following facts: a) The proposed parking lot would not increase the peak runoff flow for an event up to 50 vears storms. b) All work on the lot will be conducted outside of the 100' Non-Disturbance Zone, with the exception of the proposed fence. 1 c) The impervious surface added by this project is less than 12,500 SF. d) The proposal is located on municipal sewer. 2) that there is no reasonable alternative location outside the Non-Discharge Buffer Zone for any discharge, structure or activity, associated with the proposed project as the access to the lot is located within the Non-Discharge Zone. In accordance with Section 10.31 of the North Andover Zoning Bylaw, the Planning Board makes the following findings: A A. The specific site is an appropriate location for the proposed use as all feasible storm water and erosion controls have been placed on the site; B. The use will not adversely affect the.neighborhood as the lot is located in a residential zone; C. There will be no nuisance or serious hazard to vehicles or pedestrians; D. Adequate and appropriate facilities are provided for the proper operation of the proposed use; 1 E. The Planning Board also makes a specific finding that the use is in harmony with the general purpose and intent of the North Andover Zoning Bylaw. Upon reaching the above findings, the Planning Board approves this Special Permit based upon the following conditions: SPECIAL CONDITIONS: 1) This decision must be filed with the North Essex Registry of Deeds. The following information is included as part of this decision: a) Plan titled: Plan of Land Location : North Andover, MA Prepared For: North Andover Country Club Scale: 1"=20' Date: 4/19/99,rev. 5/18/99 Prepared by: Dewsnap Engineering Associates 178 Lincoln Avenue Saugus,NIA 01906 The Town Planner shall approve any changes made to these plans. Any changes deemed substantial by the Town Planner would require a public hearing and modification by the Planning Board. 2) Prior to any work on site: a) The 12"manifold tee detail and location must be replaced with a grease trap detail approved by D.P.W. and be depicted on the plans. b) A performance guarantee of three thousand ($3,000) dollars in the form of a check made out to the Town of North Andover must be posted to insure that construction will take place in accordance with the plans and the conditions of this decision and to ensure that the as- built plans will be submitted. A c) Erosion control measures as required must be in place and reviewed by the Town Planner. d) The site shall have received all necessary permits and approvals from the North Andover Conservation Commission, Board,of Health, and the Department of Public Works and be in compliance with the above permits and approvals. 2 3) Prior to release of the Performance Bond: a) The applicant shall submit an as-built plan that shows all construction, including sewer lines, storm water mitigation trenches and other pertinent site features as shown on the approved plan. This as-built plan shall be submitted to the Town Planner for approval. The applicant must submit a certification from the design engineer that the site was constructed as shown on the approved plan. b) The Planning Board must by a majority vote make a findinZD g that the site is in conformance with the approved plan. 4) In no instance shall the applicant's proposed construction be allowed to further impact the site than as proposed on the plan referenced in Condition# 1. 5) No oil products, or hazardous materials shall be handled on this 12,490 feet of impervious surface; nor shall any oily discharge or hazardous discharge be permitted. The applicant shall incorporate this condition as a deed restriction; a copy of the deed shall be submitted to Planning Board and included in the file. 6) No pesticides, fertilizers, or chemicals shall be used in lawn care or maintenance. The applicant shall incorporate this condition as a deed restriction; a copy of the deed shall be submitted to the Planning Board and included in the file. 7) No open burning shall be done except as is permitted during burning season under the Fire Department regulations. 8) The Contractor shall contact Dig Safe at least 72 hours prior to commencing excavation. 9) The provisions of this conditional approval shall apply to and be binding upon the applicant, it's employees and all successors and assigns in interest or control. 10)This permit shall be deemed to have lapsed after a two- (2) year period from the date & on which the Special Permit was granted unless substantial use or construction has co enced. cc. Director of Public Works Building Inspector Health Agent Assessor Conservation Administrator Police Officer Fire Chief Applicant 3 a Engineer File 500 Great Pond Road -Watershed 4 FORM 4-SYSTEM P G RECORD CURRIER SEPTIC&DRAIN;SER.VICE 107 FOREST STREET;MIDDLETON;MA 01949. (978)774-2772 COMMONWEALTH OF MASSACHUSETTS MASSACHUSETTS SYSTEM PUMPING RECORD SYSTEM OWNER:- "L- C C r`� SYSTEM LOCATION: � �w � sr`(7.70 DATE OF PUMPING: S/ �� QUANTITY PUMPED: / GALLONS; CESSPOOL: NO Q YES , STANK: NO 0 YES SYSTEM PUMPED BY: C1'RiRI�F. & DRAIN SERVICE CONTENTS TRAN,7FERRED TO• DATE; ( � . ORTR X' ��. t_TINSPECTOR: JUN 10 19% i Town of North Andover F NORTN OFFICE OF 3�0`�, e o do c COMMUNITY DEVELOPMENT AND SERVICES ° . A 27 Charles Street o " WII LIAM J. SCOTT North Andover, Massachusetts 01845 �9SsncNuSE��y Director (978)688-9531 Fax(978)688-9542 North Andover Country Club 500 Great Pond Road November 9 , 1998 North Andover,MA 01845 Attn: Dan Cornwall Dear Mr.Cornwall: I understand that you are representing the North Andover Country Club in their desire to replace the portajohn located at the tennis courts on Great Pond Road. As it was represented to me,you have proposed a tight flank as a receptacle for wastewater coming from a proposed toilet to be built in a small building. The following quote is from 310 CMR 15.260(1) of the State Environmental Code: "Departmental approval of the use of a tight tank is required and may be granted only after review and approval of site-specific plans and only to eliminate a failed on-site system when no other feasible alternative to upgrade the system in accordance with 310 CMR 15-201 through 15.293 exists. Tight tanks shall not be approved for new construction or for increased flow to existing systems...." Since tight tank usage is precluded by regulation, and because municipal sewer is available to the site, the recommended solution would be to tie-in the proposed toilet to the municipal sewer line. Please feel free to call the Health Department office if you have any further questions. Sincerely, Sandra Starr,R.S. Health Administrator Cc: K.Colwell,Town Planner M. Howard,Conservation Adm. W.Scott,Dir.CD&S R. Nicetta, Bldg. Comm. BOH BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 107 Forest St. FQR1114- SYSM-1 PUMPING RECORD Middleton,MA 01949 QA (508) 774-2772 w�i� 3a � . commonwealth of Massachusetts Massachusetts - 41997 S `Prnn.�r ;�Record -- }stem U.%Nmer --System Location r Date of Pumping: Quantity Pumped/ gallons Cesspool: No/,t Yes ^Septie Tank: N0: -. .. Yes System Pumped by: License 4: .: Contents transferred to; Date Inspector . • THE PRORES$i6kA'$XPSRT8 IN THE SMC AND DRAIN INDUSTRY• BOARD Ml- 11F.Al'' 1 11 146 `,I 11N STRIA---f TELF-A)[IONE-4 (508) 688-9540 0/- S" (ISEP I IC S V) Plusuallt loSec"101? 310 cAllf-') of the Slate bri,irownewarl Cote. Tl le A"r - Lum Address 5-oo 7(- � Contractor hired for work: Name- S0,51- OG5Z- Address 45�A -Iec-ok��L)IZ4 Date for scheduled abandonment I t IZ4 /ct 7 The septic system at the above address has been abandoned accordin1c, to Title V specifications. Signature of Contractor Method of septic tank- abandoru-nent (check- one"). O removal O sandfill crush other Name of Offal Hauler ev-4C5 i 0a, rth This form must be returned to the North Andover Board of Health. PLEASE DO NOT WRITE IN THE SPACE BELOW FOR HEALTH REPRESENTATIVE'S USE ONLY. Inspecting Agent Date i a 5�s�� ����� - ��� �� 107 Forest St. FORM 4- SYSTEM PUi11IPLNG RECORD Middleton,MA 01949 oaPsN (508)774-2772 �S�w�GE E: 1900 Co j . o wealth of Massachusetts �hp��ti is Massachusetts .�. System Pumping Record stem %Nmer ystem ocation ► `I77�' Date of Pumping: ' Quantity Pumped: �C' allons Cesspool: No 16 Yes ❑ Septic Tank: No ❑ Yes System Pumped by: P License 4: .. Contents transferred to: Date / lU Inspector P 0, fi _ la�d�►tL�O��O /Y►� t • THE PROFESSIONAL EXPERTS IN THE SEPTIC AND DRAIN INDUSTRY • ERIVED � Commonwealth of Massachusetts 4City/Town of2013System Pumping Record NORTH ANDTHANDOVERARTMENT Form 4 y DEP has provided this form fqr use by local Boards of Health. Other forms may be used,but the information must be substantially the same as that provided here. Before using this form,check with your local Board of Health to determine the form they use.The System Pumping Record must be submitted to the local Board of Health or other approving authority within 14 days from the pumping date in accordance with 310 CMR 15.351. A. Facility Information Important: When filling out 1. System Location: ,�� forms on the computer,use _ - - - --- --------._.. only the tab key Address s to move your /fjo��d7. ���F-rr�✓ - �// � -- _._ Zip Code cursor-do not .,y(rown Slate use the return Cit key. 2. System Owner: Name---- — - — — — -.. +�^ Address(if different fror�r location) _.... ------- -------- .._. .____ State Zip Code CityTTown Teiephone Number _B. Pumping Record 1. Date of Pumping --- - - - -- 2. Quantity Pumped: Gallons Date 3. Type of system: ❑ Cesspool(s) ❑ Septic.Tank ❑ Tight Tank Grease Trap ❑ Other(describe): - --- _ 4- Effluent Tee Filter present? ❑ Yes ❑ No if yes, was it cleaned? ❑ Yes ❑ No 5. Condition of System: 6. System Pumped By: Name Vehicle License Number Company 7. Location where content��i���CE '�'C� BroadwY - _ - - - -- MA 02 ----- ----— --- Signature of Hauler Date Signature of Receiving Facility Date 15form4.doc•03106 System Pumping Record•Page 1 of 1 Commonwealth of Massachusetts2013 r Cit /Town ofii �` ' System Pumping Record NORTH ANDOVER _ A..,�,- Form 4 y DEP has provided this form fQr use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form,check with your local Board of Health to determine the form they use.The System Pumping Record must be submitted to the local Board of Health or other approving authority within 14 days from the pumping date in accordance with 310 CMR 15.351. A. Facility Information Important: When filling out 1. System Location: forms on the _. _. � computer,use only the tab key Ad r ss 0/9 io move your -- Zip Code cursor-do not Cityrrown State use the return key. 2 System wner: &7u'0Cie, - Name Address(if different from location) - - — Zip Code -- ------------- _. Sate Ci—ty/Town ---- Telephone Number —. B. Pumping Record / p� ! - -� -���---- 2. Quantity Pumped: Gallons �Q._. 1. Date of Pumping Da 3. Type of system: ❑ Cesspool(s) Septic.Tank ❑ Tight Tank Grease Trap ❑ Other(describe): --.--- 4. Effluent Tee Filter present? ❑ Yes No If yes, was it cleaned? ❑ Yes ❑ No 5. Condition of System: 6. Syste Pumped By.- Name y:Name Company 7. Location where contents were disposed: th �Omadway urce Inc. - io - SignaturioMauler BDate _ __ �. -y.� elc .___ ___ -- _------------- - Signalure of Receiving,Rgyrham, IVI� ®G7V ate System Pumping Record•Page 1 of 1 15form4.doc•03/06 ,•*� f tat ' 117fSCi114:4 fM1 t• R�A�ilf uL■ �' e Commonwealth of Massachusetts Form 4--System Pumping Record UM Massachusetts System Pumping Record System Owner System Location North Andover Country Club North Andover Country Club 500 Great Pond Rd 500 Great Pond Rd North Andover, MA, 01845 North Andover, MA, 01845 (978)-685-4776 x (978)-687-7414 x 3 Matt Camp Type: Emergenc Routine JAZT— Cesspool: No 1XI Yes 5ap#ie-Tank: No Yef'50 Date of Pumping: Quantity Pumped: /.6 Gallons System Pumped By: Wind River Environmental,LLC Permit#: Contents Transferred to: Contents Disposed at: Date: Pumper Signature: Condition of System/Other Comments (� Printed on recycled paper Dep Approved Form-12/07/95 1�_ Commonwealth of Massachusetts .RECEIVED MUM City/Town of IAV 06 2012 System Pumping Record NORTH ANDOVER TOWN OF NORTH ANDOVER Form 4 LHEALTH DEPARTMENT y DEP has provided this form for use by local Boards of Health. Other forms may be used,but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use.The System Pumping Record must be submitted to the local Board of Health or other approving authority within 14 days from the pumping date in accordance with 310 CMR 15.351. A. Facility Information Important: When filling out 1. System �Location- forms on the computer,use only the tab key Address to move your -- - _____ cursor-do not " - - Stale Zip Code ' use the return City[Town key. 2 S Ste Owner: Name __ _ �^ Address(if different from location) --------------- - state Zip Code Ciiy/Town / ^� Telephone Number _- B. Pumping Record 1. Date of Pumping ---- 2. Quantity Pumped: Gauons - Date 3. Type of system: ❑ Cesspool(s) ❑ Septic Tank ❑ Tight Tank Grease Trap ❑ Other(describe): -- 4.. Effluent Tee Filter present? ❑ YesNo If yes, was it cleaned? ❑ Yes �No 5. Condition of System: 6. Sm Pumped By: .,J - - - ----"-- Vehicle License Number NamedziV� mpan _ ------- 7. Location where contents were disposed: Earth Source Inc. ----- - ------ --- --- --------- Date Signature--of Hauler g5o Broadway Signature of Receiving l h6rn1 MA 0276'7Date 15form4.doc•03/06 System Pumping Record•Page 1 of 1 jTown of North Andover, MA Watershed Septic System ® ; 7 t Ser_viaing.Reaort Date: Homeowner: ii Nd �'N 11'hPumper ii11 Street Address: Phone Q77 Phone �— �"(' &A Nature of Service: Routine f Emergency Observations: Good Condition k Full to Cover Baffles in. Place ' Leachfield Runback Excessive Solids Heavy Grease Roots Other (Explain) . 4 i Description of Work: i . Comments s ' I PiPRETE, MARCHIONDA JOB • & ASSOCIATES, INC. SHEET NO. 1 OF— B5 New Boston Street CALCULATED BY- R- DATE 15 &4 WOBURN, MA 01801 (617) 9381037 CHECKED BY DATE SCALE ........... ........................................................ -T­­T-� ............ .......................... ........... 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T F Y. J�+L'v 45 4A, rU I-A;� tAO6 .......................................?............ .............-*............i ........... ......................................... ........................... ......................................................................... ........................................ ............. ....................................... .........................1 71 ....................... ............................. ........... ..Q ...........................t........................ ....................................................................... ............................. .......................... ........................... I ............. -Z4 : .......... �k. A 1--TOVAol.Lie, CDC ...........t)sloo ............. p ................ .......................................... .............. ............ PA0000720.1ees Inc.,Groton,Mm 01471. I NORTIy �t 1 3? ,`` ``D ••6�OOL BOARD OF HEALTH 1O p 120 MAIN STREET TEL. 682-6483 �9SSACHUSEtth NORTH ANDOVER, MASS. 01845 Ext. 32 MEMO DATE: April 22, 1993 TO: Kate Morris FROM: Sandy Starr RE: Country Club Pool Opening I was rather disturbed when I read that "the Septic system that services the Barn is already on a separate line. . . " . Are you referring to the fact that one line goes directly into the septic tank without passing through the grease trap? If this is the case, there is still only one line up to the leaching area across the street, and, as I believe I mentioned to you, it is my understanding that it has been disconnected. Could you please address this? As far as using the water line from the clubhouse to fill the pool, as long as the water is potable and the Building Inspector has no issues with it, then neither do I. I shall expect to hear from you shortly concerning the plumbing/septic system issue. cc: Karen Nelson Bob Nicetta File 4 Town of North Andover, MA TOWN OF NORTH ANDOVER! BOARD OF HEALTH Watershed Septic system servicing Report JUN - 8 1995 Date: Homeowner: umper _ Street Address: Phone �ke 7Z 7 Phone Nature of Service: Routine Emergency Observations: Good Condition Full to Cover Baffles in Place Leachfield Runback Excessive Solids Heavy Grease Roots Other (Explain) r Description of Work: Comments.* D � COMPLAINT NUMBER DATE: as 103 OCTOBER 16, 1992 COMPLAINTANT:HEALTH DEPT CLOSE DATE: ADDRESS:500 GREAT POND STREET PHONE: OWNER:NORTH ANDOVER COUNTRY CLUB PHONE #: ADDRESS:PRES/ PATRICIA FROTHINGHAM 88 WILD INSPECTION DATE: ORDER L DATE: COMPLAINT:FIRE AT COUNTRY CLUB ON9/9/92 - CONSERVATION COMMISSION DISCOVERED A FOUL SMELLING DISCOLORED WATER FLOWING THREW A PIPE INTO LAKE COCHICHEWICK- THE TOWNS DRINKING WATER SUPPLY. RICHARD DOUCETTE ACTION: PETROLEUM HYDROCARBONS. TEST RESULTS CAME BACK NEGATIVE. THE SITUATION WAS WRITTEN ABOUT IN THE OCTOBER 14TH ISSUE OF THE CITIZEN. THE HEALTH DEPARTMENT HAS RECEIVED NUMEROUS PHONE CALLS FROM RESIDENTS REQUESTING THAT THEY TAKE IMMEDIATE ACTION IN THE MATTER. THE DEP HAS BEEN NOTIFIED OF THE SITUATION AND WILL BE CONDUCTING A JOINT INSPECTION WITH CONSERVATION AND HEALTH. THE CONSERVATION COMMISSION HAS VOTED NOT TO HAVE THE COUNTRY CLUB TAKE vv , PA �VM-V aqK'�,�"n VA VWXRI � P lam e Y 1, � n U� Wo ' / 1� dog f� Iw� l j 6t, C?O Me 0 POKA 0A t NORTH KAREN H.P.NELSON :� TOWN Of 120 Main Street, 01845 Director (508) 682-6483 NORTH ANDOVER BUILDING °e CONSERVATION DIVISION OF PLANNING PLANNING & COMMUNITY DEVELOPMENT Memorandum 2 TO George Perna, Bill & Linda Hmurciak, Dennis Bedrosian ,DPW Sandra Star, Alrison Conboy, Board of Health Karen Nelson, Division of Planning Bill Dolan, Fire Department FROM : Richard Doucette17� DATE : January 22, 1993 RE : North Andover Country Club I would like to provide you with an update of the status of the underground tanks at the Country Club. Monitoring wells have been installed at the site. Soil and water samples have been taken to further analyze the extent of petroleum contamination. When the results are made available to me I will forward them to you. I would also like to make you aware that it appears as though the rebuilding of the fire-damaged Country Club will soon be underway. Since they are not within the buffer zones to the lake as set forth in the Zoning Bylaw, and are repairing an existing structure (albeit with some improvements) , they will not need many permits for this rebuilding. One long term issue that should be addressed by the appropriate authorities is the Country Club's septic system. While this system is apparently functioning well, the presence of a large system in close proximity to the lake is not advisable in the long term. The present system is a ' relatively large pumped system. Their neighbor, Ed Neiberger will be installing a similar (smaller) system in the spring. It might be cost-effective for the Country Club to tie into the sewer system at the same time, possibly using the same trench to minimize costs and disruption of traffic. This matter is best addressed by the Board of Health and the DPW, not my office. I make you aware of it now because this may be the best time for the Country Club to tie in since their neighbor is doing it as well. Perhaps the Town could waive the tie-in fee as an incentive if that was appropriate. CC Steve Foster, Channel Building Co. Phil Christiansen, Christiansen & Sergi NORi/ KAREN H.P.NELSON; 120 Main Street 01845 Town of , Director ='* NORTH ANDOVER (508) 682-6483 BUILDING CONSERVATION DIVISION OF PLANNING PLANNING & COMMUNITY DEVELOPMENT Memorandum TO : Jim Gordon t FROM : Richard Doucette DATE : December 7, 1992 RE : Results of Country Club Water/Soil Analysis I received today the results of the soil and water analysis completed at the Country Club tank excavation sites. Of the 5 samples taken from various locations, 2 samples do indicate contamination by petroleum. These two locations include: 1. The orange/brown effluent from the outflow pipe - 123 ppm IV4 This finding indicates that petroleum has indeed leaked off site, through the groundwater, into the drainage system and into the lake. 123 ppm is not very high. 2 . The soil downgradient of the leaking tank - 903 ppm -TFH This indicates that the site appears to be contaminated with a considerable amount of petroleum. It is unclear at exactly what stage of the excavation this sample was taken from. I assume it was taken after the removal of soils from around the tank. If this is so, highly contaminated soil remains in the ground and should be removed. A tentative meeting has been scheduled with DEP on Thursday to discuss these findings and the appropriate remediation measures. CC : Karen Nelson George Perna, Dennis Bedrosian, Linda Hmurciak Conservation Commiission HOR iH "$� Town of 120 Main Street OFFICES OF: a North Andover BUILDING ;ems.::, NORTH ANDOVER Massachusetts o 184s CONSERVATION (508)682-6483 HEALTH @g OM°9�s DIVISION OF PLANNING PLANNING & COMMUNITY DEVELOPMENT KAREN H.P. NELSON, DIRECTOR Memorandum TO : Jim Gordon, Town Manager FROM : Richard Doucette, Conservation Administrator DATE : December 11, 1992 RE : Contamination at North' Andover Country Club I met yesterday at the Country Club representatives of DEP, David Morton and Petroleum & Chemical Equipment Services Inc. We reviewed the results of the water and soil analysis which was undertaken when the two fuel tanks were removed. The test result showed low but detectible concentrations of Total Petroleum Hydrocarbons in the orange sludge at the outflow pipe and low levels of Benzene in the water flowing out of the pipe. The flow of water in the pipe may be volatilizing certain compounds and causing a lower reading. The outflow pipe will be blocked to allow still water to collect in the floor drain. A sample will then be taken and analyzed to determine the level of contamination of this effluent. A series of 3 monitoring wells will be installed around the former location of the leaking tank. Additional water and soil samples will be taken and analyzed for the same compounds as the previous tests to determine the extent of contamination on site. I will inform you of the results as soon as they are known. CC Karen Nelson Bill Dolan George Perna Alison Conboy Conservation Commission 11 :04AM HU N10Pm4N ',,4-REHOUSE P06 GES. :NC. i17ts92®� Yt r. a� �iEp1.Ad9, INC. Env=mantel Latxa18Vfee 17 Gatumbla Street 8weftPMR, Am 01907 , . tar) 698•Q869 ' Client: GES Lab. Identif'icatlon Numbef; 1116-1 Client Project I.D.: 02.275-TR Receipt Date: 11/10/92 Client sample I.D.: OP-1 Extraction Date: N/A . Semple pate: 11/10/92 Analyala Date., 11/16/92 Sample Time: 1:00 PM Condition on Recelpt: ACCEPT'A13LE Simple Matrix: WATER Analytical Method: EPA 524 Sampler Type: NA Report Date: 11/23/92 Unite of Report: pQ/L Dilution Factor: 1 Analytical Results C Parameter Result Detection Limit units Benzene 1.25 1.11 N8/L Bromobenzene ND 0,89 NO/L Bromochlommethane ND - 1.11* NB/L Bromodlohloromethane ND 0.87 p®/L Bromotorm ND 1.63 W9/L eromomethane NO 0.66 yA/L n-butyibsnxene NO 1.42 Np/L •eabutylbenzene .ND 1.17 p9/L Carbon tetrachloride NO 1.17 pA/L Chlorobenzene NO 0.78 Chlorodlbromomethans ND 0.66 pQ/L Chtoroform NO 1.18 pa/L Chlorcethans NO . 1.37 pg/L Chloromethane NO . 6.69 MO/L 2-ahlorotoluene NO 1.43 pg/L 4.4hlorotoluens ND 1.23 NQ/L ' Dibromornethane ND 0.6 pa/L 1,341ohiorobenzene NO 0.6 jjQ/L 1,2 and 1,44chlorobenzene ND 1.53 NQ/L . 1,34ahloropropane ND 0.95 pQ/L 7,2-dlohlorapropane ND 2.01 NA/L 1,1--dichloroproperne ND 1,86 NG/L 1,141ohloroethane NO 1.17 Jap/L ri �i4A rv� i MQtTON '�ddAREHOUSE PO L GE9+ INC. QBOLABB, INC. Lnvlroo IMW Md" I F Columbia Weet Swampscott, MA 0107 eek Client sample I.D. DP-1 Lob, identification Numbers 1116-1 Anaiy11041 Rleuite (Con'd) Parameter Result Detection Limit i1ni 1,2•dichioroothens NO 0.66 p0 tsL 1�01L 1,1-dichlorcethene NO 1.61 trans &Cis-1,2-dlohloroethene NO 2.49 Ethylbenzene NO 1.32 NglL Hexeohiorobutadlene Na 0.93 MS/L 4-1:opropyltoluene NO 1,34 pa/ Isopropylbenzene Na 1.31 NalL Methylene Chloride NO 2.61 Wa/L n-propylbenzene NO 1.46 pG/ Styrene ND 0,84 NO/L 1,1,2,2-tetrachloroethane NO 0,26 NQ/L Tetrachlorcethone NO . 0.96 Ma/` Toluene NO 1,33 Ng/L 1-trlohloroethene NO 113 jj0/L 1,112-trichloroethene ND 0.82 pg/ Trichioroetheno ND 1,2 MG/L Trichlorofluoromethane . NO 1.78 pg�L L Trimethyibenzen• ND 1.07 N . Vinyl Chloride NO 0,87 NO/L Xylenes NO 3.89 Blank Correction Reports None Laboratory Comments; None Jian Chen, Laboratory Director 9? i I :04AM :i i.M MORTON WAREHOUSE4 sod K,iG0 age, INC. i17s�2Risi9 �. �n 01eCLABS, INC, Environmental Leborato�r►vAl I?Columbia Sheet Swampscott, MA 41007 l y sane client: GES Lab. Identification Number: ' 1R1116 Project 1D.: 92.275-TR Analytical Method: EPA 418.1 sample ID,: M•83/84 Extraction Date: 11/16/02 Umple Date: 11/10/82 Analysis Date: 11/16/02 Matrix: $ell Dilution'Factor: 1.00 Analytical Results Parameter Result Detection Limit units Total Petroleum Hydrocarbons NO 57 mg/kg Calibration Curve 4Z 40-- 35 .1 30 -- 25 20 .� 1e 1Q Calibration Curv4 I 4. 80 3 . 0 0 10 20 30 40 eo ea 70 so l.op(lo/l)xi00 8larik correction Roport: None Laboratary Comments: None. Jan Chan,.Laboratory Director Laboratory MAO 148 - 2 11 : 04AIA FROM MOKON WAREHOUSE P08 INC. 6378lZ6iii0 1 . 0i �i�to�9lrltOl t,aboratortea . 17 Co/umbla SUM SwemPtlCatP MA 01007 8I7 NNW Client: QSS Lab, Identification Number;' IR1113 Project ID.; 02.276-TR Analyticai Method; EPA 4101 Sample Ifs,; DP•2 - Extraotlon Data: Sample Date; 11/10/92 Analysle Date; 11/19/92 Matrlx; Soil Dilution Factor; 1,00 Analytical Results Parameter Result Detection Limit Unita Total Petroleum Hydrocarbons 123 71 Mg/kg ` Callbretlon CurVe 43 T 40 35 3G a f 0 Callbrdon Curve r2. O,M o o �0 30 so 40 sa eo 70 60 �tpa/iax�ao Flank Correction Report; Nona Laboratory Comments: None Jlan Chen, laboratory Dlrector Laboratory MA0148 j-92 !I : 94AM. RGIbl MOETON WAREHOUSE F I 1 rQRS, ZMQ. 617�yi�Ut010 r. ps aeol, So INC, Erntiranma�ftat Leboratontes • I7 001umbla Street Swampsaa4 MA 01007 (61 r) 606.8868 Gllerlt: Glis Lab. Identillaation Number' IR1114 Project ID.: 92.275-TR Analytical Method: 4 EPA 418.1 Sample ID,; CH-68 I Extraatlon Date: 11/18/92 Sample Date: 11/10/82 Analysis Date: 11/18/82 Matrix: Soil Dilution Factor: 1.00 Analytical Results Parameter Result Detection Limit Units Total Petroleum Hydrocarbons 003 73 mg/kg Calibration Curve 40 4a 35 30 2a I " is } taa Cai<libratlon Curva r2■ 0.098 01L-�-- �---+ -- -- .- — Q 14 to 30 40 SO 00 70 80 Log(10/I)x10b ' Blank Correction Report: None Laboratory Commante: None 'AhChim, Laboratory Director Laboratory MA0148 I 11 -9` ; ; : 4Aldi FF:1"I MOKON 'WAREHOUSE P'i 0 FOd jtQy�C :GSI. tri_.j QSoLAs1 INC. Wow Wr 17 Columbia Street &vempecog MA 01907 Lein 598.8858 Cllant Sample I.D. CH-S7 Lab, Identification Number: 1120.18 Analytical Resuit5 (Con'd) Parameter Result Detection LAW unite: 1,24chloropropans NO 451.5 Ng/Kg cis•1,11-dichloropropene ND 451.5 lig/Kg trans•1,341ohlompropens NO 451,8 Ing/Kg Ethylbsnzens NO 481,5 Ng/Kg 2-hexanone NO 4818 Ng/ MTBE NO 481.5 . pg/Kg Methylene Chloride NO 451,6 Ng/Kg 10,24•trtrachl4roGthane NO 451,5 lig/KG Tstrachloroethene NO 461.5 pg/Kg Toluene NO 461.6 Ng/Kg 1,1,1-trichloroethane ND 481.5 pg/Kg 1,1 A-triohloroethane ND 451.5 lig/KO Trichloreethsne NO 451.5 lig/Kg Trichlorofluoromethane ND 481.5 jig/Kg Vinyl Chloride NO 803 Mg/Kg Toted xyienss 491 451,5 Ng/Kg Note-, $oil conoentrations are reported on a dry weight basis. Surrogate Standards Recovery Report Amount percent Acceptable Compound Spiked Result Recovery Range (A) Bromoiluorobsnzene 60 63 10690 88.115 1,2•Dichl0r09thana•d4 50 42 8410/0 78.114 Toluene•dO 50 46 88.110 Blank Correction Report; None Laboratory Cotnmsnts; None Jian Chen, Ub674tory Direotor 1 13 W A F IEUSE P�09 4,J iRU I�IOk10N v v 74 1 N, blroy�r�aw r. ws QBQL.ASS, INC. �nvltanrl ►�aborsb►lea V 17 001umbis Street S"Mpsyot aff,, MA 01007 /fy/ Client: CE8 Lob, Identification Number: 1120.1 R Client project I.D.: 62.273•TR Receipt Date: 11/10/92 Client Sample I.D.: CH-67 Extraction Date: 11/20/92 Sample Data: 11/10/92 Analysis pate: 11/20/02 sample Time: 3:15 PM Condition on Reosipt: ACCEPTABLE Sample Matrix: $CIL Analytloal Method: EPA 8240 Sampler Type; NA Report Date: 11/24/92 Units of Report: Ng/Kg Dilution Factor: 00.3 Analytical Results Parameter Result Detection Limit units Acetone ND 8030 p9/Kg Benzene ND 451,6 M0/K9 8romodichloromethane NO 451.5 M0/Ka 8romoform NO 451,5 MC/K9 Bromomethan5 ND 903 NO/Ka Carbon disulfide NO 9030 POO Carbon tstrachlorlds NO 451.3 pg/Kg Chlorobsnzene NO 461.5 Ng/Kg Chlorodibrornomethane NO 461,5 lig/K9 Chloroform ND 451,5 NO/Kg Chloroethene ND 903 ya/Ka Chiaromethane NO ®03 p9/Ka 1,1-dichlorosthane NO 451.5 p0/KO 1,24chloroethene NO 451,5 M8/Kg 1,14ohloroethene NO 451.5 pg/Kg trona 1,2 dlohloroethene NO 461.5 p9/Kg ,SORT/ KAREN H.P.NELSON ?? �; Town of 120 Main Street, 01845 Director 4 ' NORTH ANDOVER (508) 682-6483 BUILDING ;peg E`9 CONSERVATION C.0 DIVISION OF PLANNING PLANNING & COMMUNITY DEVELOPMENT PRESS RELEASE NOVEMBER 10, 1992 CONTACT PERSON : Richard Doucette Division of Planning and Community Development Division of Public Works PHONE 682-6483 Two below-ground gasoline storage tanks were removed today from the property of the North Andover Country Club. The Country Club is working with two private environmental consulting firms. The work is also being supervised by representatives of the Town of North Andover and the Department of Environmental Management. One 500 gallon tank was found to contain approximately 100 gallons of water and 87 gallons of gasoline. Another .1000 gallon tank was found to contain a minimal amount of gasoline. The water and gasoline were pumped out of the tanks and the tanks themselves have been removed. The soil around the tanks has been field tested for volatile compounds which are indicators of petroleum. The soil around one tank was found to be contaminated with petroleum. This soil is being excavated and held for further laboratory testing. Groundwater from this location is also being tested. Excavated soils will be stockpiled in a secure location on site and completely surrounded by clean soil and two layers of plastic. When the results of further soil testing are complete, the soil will be removed from the site and transported to an approved disposal or asphalt recycling facility. Further press releases will be made available as results of tests are forthcoming. Two tanks found near `orang e' water By Jennifer Scott Cochichewick,the water backed officials discovered what ap- up and flooded the filter room pear to be two buried gas tanks of the country club's pool. This on the country club property created some concern over the this week, during their search water mixing with a large sup- rfor the source of orange-colored ply of chlorine.Due to the threat -_water found leaking into the of dangerous chlorine vapors, town's water supply. the pipe was uncapped and the 1 While trying to locate the filter room drained. source of some petroleum- The water continues to flow smelling water, town officials, into the lake, but Bresnahan ,along with Department of Envi- concluded that the chlorine sit- i .ronmental Protection represen- uation posed a greater threat tative Chris Bresnahan, discov- and determined the water ed one below-ground gas tank would not be contaminated. arid-an underground pipe con- Last week's test of the water dining gas which may lead to flowing out of the pipe showed `; other tank. that it did contain high levels of he country club immediately iron and this is what caused the ade plans to remove the one orange color. own tank and to find the Conservation Commission ;;source of the other pipe and head Richard Doucette wanted pull it out as well. to assure citizens who may have The underground tanks pose noticed a similar orange tint to "no threat" to the water supply ,water on their property there or the area's soil, according to was in all likelihood no need for Fire Chief William Dolan. concern. The orange-colored Dolan explained that the water is probably due to con- tanks were probably overlooked struction work uncovering soil when the town extracted all which contains iron. This iron, other underground storage when exposed-to air,oxidizes to tanks in the early 1980's because form rust. it lies on what would be consid- "I'm sure that this is flowing ered farm property, land not into the lake in many places and under the federal provisions for this water is not drinkable," ex- removal of the tanks. " Despite having locatedtheplained Doucette. But that's tanks, authorities were unable why we have a$20 million water to determine the source of the treatment plant." foul-smelling water. Jet-Line, Bresnahan took a new water the private company hired by sample on Monday and should the country club,as well as local have-the test results back within authorities, continue to search a week. H s determined te water curt . for the source. After last week's capping of rently poses no threat to the the pipe which feeds Lake town drinking supply. sic Abbot Street contro ver Continued from page 1 like." can feel. I'm glad it's going to Osgood added the issue has court.We were at a loss exactly become "highly charged" ai:it ' what to do." very emotional, and though Because the Averkas did not the courts were the best vena: . think they were doing anything to arrive at a decision"that wrong and refused to remove eryone can abide by." the landfill, Osgood said the Although some neighb.: , issue was forced to go to court. thought the Board of Heat He thought the town might had taken too long to act dee. have acted faster,but added is- sively, others had praise fC ' sues such as this "take time, Conboy, and said her per;is- and they should take time" be- tence helped push the towr_ ' cause he thought the situation act. was not clear-cut.When govern- Conboy said the landfill ment is involved, "things tend tains mounds of landsca^. to take longer than people materials such as grass wood chippings, asphalt, '70 60th high school reur .;.n". EM Continued from page 1 was the thing.There was i. !t:.4 ing"the way they used to; "Cos- work because there were : metology"is the big thing today, dairies around," says the NoL',.- he observes. Andover resident noting that Thus the school has evolved to agriculture was on the wane as meet the needs of a changing far back as the 1940's. population and an increasingly Of the six graduates who at- technological society. Essex tended the 60th reunion, two in Aggie recently sold its herd of addition to Bamford pursued ca- cattle,Bamford says,describing reers in agriculture-related an event which surely marks the fields. Carlton Brown, who had passing of an age. studied horticulture, continued "No one wants to study dairy- in that field in the Cape Ann area. Walter Lewis kept a big ing.No young man wants to be a herd of cattle in Chelmsford farmer anymore. It's a dawn `til until a few years ago. But Hei- dusk thing. You can go into an der, Batchelder and Bulgaris eight hour-a-day job and make worked in other industries, in out just as well. You get paid careers which they feel were holidays and things like that well-served by the educational that a farmer never got. background they received at "We went there when dairying Essex Aggie. NAHS Class of `87 changes P nip til the unfortunate fire at Heather Andersen, Wendy Sue - -• 4-_. ennleton.Dvlan-4ramian.Jenn f N°RTN 1 BOARD OF HEALTH ° � p Y t i ° 120 MAIN STREET TEL. 682-6483 �9SSACNUSNORTH ANDOVER, MASS. 01845 Ext. 32 Mysterious, 'nasty liquid linto lake Officials waiting for test results By John Macone dred yards from the plant's in- A "nasty, pumpkin-colored," take pipes, and is the closest of petroleum-smelling substance the five streams that drain into is leaking into the town's water the lake.It is also the least clean supply, town officials say, and of the five,Doucette said. they are waiting to find out what Doucette said the flow of it is so they can plan how to stop water from the pipe is "like a it. faucet in bathroom sink on While checking the fire-dam- medium." He.suspects the sub- aged clubhouse at the North An- stance is coming either from dover Country Club recently, something buriedin the ground Conservation Administrator that is leaking,or there is anoth- Richard Doucette stumbled er inlet to the pipe somewhere upon a pipe leaching the myste- that is allowing the substance rious substance. The pipe is lo- in. cated about 10 feet from a Exactly what is the "nasty, stream that feeds into Lake pumpkin-colored" substance? Cochichewick,the town's source Town officials aren't sure.They of drinking water, near the have sent samples of it to testing club's pool area.The water must labs in the area to find out what travel about 100 feet down the it might contain.Doucette origi- stream before it spills into the nally sent it in for petrochemi lake. cal tests, but last week Conser- - One of Doucette's main con- vation Commission members, cerns is the stream's proximity after viewing a sample of the to the town's water treatment urine-colored water, asked that plant. It is located several hun- Continued on page 4 rt' 'Nasty' substance leakinginto lake e . . . Continued from page 1 ment that swayed the commis- petroleum,and while investigat- it be subject to a battery of other sion members, saying the town ing its source, found the pipe. tests as well. should act as quickly as possi- The liquid has discolored the The North Andover Country ble,but not until it knows exact- ground around the area,and ap- Club has agreed to pay for the ly what it is dealing with. pears to be leaking into the tests, Doucette said. Results "It doesn't seem logical to di- g stream and thence into the lake. � should be back this week. rect action when we can't tell Doucette said he also noticed In the meantime, Conserva- what should be done," Milliard a Band Aid in the water,leading tion Commission members said said. "We should wait until we him to think it might originate, they will take no action to stop know what's up,and then act de- at least in part, from the club's the leakage. They want to wait cisively and as soon as possi- pool. until the tests reveal exactly ble." "Even if it's not petroleum, what the substance is before de- Manzi thought the pipe that something nasty is coming out of veloping a plan to halt it. the liquid is coming could be that pipe,"said Doucette. Commissioners hotly debated decades old. Alison Conboy, the town's what action they should take Doucette said he was first health administrator, said her Wednesday, with some mem- alerted to the hazard last week department has been notified bers arguing a ditch should be while conducting a site review ' and is awaiting the results of the dug immediately to halt the of the club's fire damage. The tests.The Department of Public flow. Great Pond Road clubhouse suf- Works, which oversees the Richard Milliard and Albert fered heavy damage in a Sept.23 water treatment plant, has also Manzi Jr.spearheaded the argu- fire.He noticed a strong smell of been informed of the leakage. j G 4Il o /7 Please forward us as much of the follow np- information that Is voss-lbl.e; 1. Type of system 2 . tine II?r(e S.. Location 5C-Z> 6-A " Maintenance records and date of last t- �! pumping out A A �. 5. Documentation of repairs and reconstruction 11L 6. Site conditions 7. Builder of system 8. En?ineer who approved; 1264.61q-A4 � — Site `� ►� C� i — S-y s t em Grti`o 9 . Installation Procedure in. Prul-ilpryiR �5 1. Name 2. Street Address i G'• 3. How many members are in your household? C 4. What type of sewage disposal system do you have? El spool L ` septic tank and leaching area connection to municipal sewer ❑ other (describe) I do not know 5. Are the plans (drawings) for your sewage disposal system on file with the Board of Health? E yes ❑ no Clado not know E 6. How old is your sewage disposal system? 0-5 years ❑ 6-10 years ❑ 11-20 years ❑ over 20 years ❑ do not know 7.Z>y our sewage disposal system been rebuilt or repaired? yes ❑ no ❑ do not know yeE, approximately how long ago? years. What was done? <I 8. How frequently is your sewage disposal system pumped out? annually � ❑ every 2-4 years ❑ every 5-10 years ❑ over 10 years ❑ never 9. Have you had any problems with your sewage disposal system? ❑ yes no If yes, what problems? ❑ repeated pump-outs needed ❑ system clogs, backs up, or drains slowly ❑ odors ❑ sewage surfaces through ground 10. How many of each a pliance re connected to y�ur sewage .disposal system?., washing machine > dishwasher �/ garbage disrosal ;ehumidifier drain -sump pump __ .toilet roof/pavement drains shower/bathtA 11. Please state the brand and type (liquid or powder) ofde rgent you use for: dishwasher U 1fZ So%'t' C.o�s.�Y clotheswasher 12. Does your property have a lawn? yes ❑ no If yes, approximately what size? ❑ Less than 1/4 acre ❑ '/4 acre ❑ '/z acre ❑ 3/4 acre ❑ 1 acre ❑ more than 1 acre (Specify) acres 13. How often do you fertilize your lawn? No. of applications per year Season(s) of the year 14. Please state the brand and type (liquid or granular) of lawn fertilizer you use: A4��, � �� �1^fie' /f• ' '� �-�/ �,� �/ 1—a ;a mna r-Ea;nor by a nrofprsional landscape contractor. WATERSHED RESIDENTS QUESTIONNAIRE 1. Name /Y4 ff NLbef4 L/OC!/Y/-,f aad 2. Street Address 560 G IMAE POND /U 3. How many members are in your household? 4. What type of sewage disposal system do you have? ❑ cesspool ® septic tank and leaching area , ❑ connection to municipal sewer ❑ other (describe) ❑ do not know 5. Are the plans (drawings) for your sewage disposal system on file with the Board of Health? [ ]+ yes ❑ no ❑ do not know 6. How old is your sewage disposal system? ® 0-5 years ❑ 6-10 years ❑ 11-20 years ❑ over 20 years ❑ do not know 7. Has your sewage disposal system been rebuilt or repaired? ❑ yes ❑ no ❑ do not know If yes, approximately how long ago? years. What was done? 8. How frequently is your sewage disposal system pumped out? annually ' - every 2-4 years ❑ every 5-10 years ❑ over 10 years ❑ never 9. Have you had any problems with your sewage disposal system? ❑ yes 0 no If yes, what problems? ❑ repeated pump-outs needed ❑ system clogs, backs up, or drains slowly ❑ odors ❑ sewage surfaces through ground 10. How many of each appliance are connected to your sewage disposal system? washing machine dishwasher garbage disposal dehumidifier drain sump pump toilet roof/pavement drains shower/bathtub 11. Please state the brand and pe (liquid or powder)_ofeter e t you use for- �� dishwasher S_r)� ���L LSrLw '� clotheswasher 12. Does your property have a lawn? I yes ❑ no If yes, approximately what size? ❑ less than 1/4 acre ❑ 1/4 acre ❑ % acre ❑ 3/4 acre ❑ 1 acre ❑ more than 1 acre (Specify) —(— acres 13. How often do you fertilize your lawn? No. of applications per year Season(s) of the year 14. Please state the brand and type (liquid or granular) of lawn fertilizer you use: i igtP 9. 4tv;,t";#t* tn Check here if your lawn is maintained by"a professional landscape contractor. _+tC SEPTIC SYSTEM INSPECTION FORM ADDRESS Pvn3 DATE INSPECTED PROPERLY FUNCTIONING? OY N WEATHER CONDITIONS COMMENTS: - WATER QUALITY TESTED? RESULTS? DYE TEST PERFORMED? Y .N DATE? _ SKETCH: I� - WATERSHED RESIDENTS QUESTIONNAIRE 1. Name 2. Street Address 3. How many members are in your household? 4. What type of sewage disposal system do you have? ❑ cesspool El septic tank and leaching area ❑ connection to municipal sewer ❑ other (describe) ❑ do not know 5. Are the plans (drawings) for your sewage disposal system on file with the Board of Health? ❑ yes ❑ no 0-66 not know 6. How old is your sewage disposal system? 0-5 years ❑ 6-10 years ❑ 11-20 years ❑ over 20 years ❑ do not know 7. Has your sewage disposal system been rebuilt or repaired? Eg- yes ❑ no ❑ do not know If yes, approximately how long ago? years. What was done? 8. How frequently is your sewage disposal system pumped out? ❑- annually ❑ every 2-4 years ❑ every 5-10 years ' ❑ over 10 years ❑ never 9. Have you had any problems with your sewage disposal system? ❑ yes ❑- no If yes, what problems? ❑ repeated pump-outs needed ❑ system clogs, backs up, or drains slowly ❑ odors ❑ sewage surfaces through ground 10. How many of each appliance re connected to your sewage disposal system? washing machinedishwasher /�� garbage disposal dehumidifier drain sump pumptoilet roof/pavement drains shower/bathtu r i--' _,. 11. Please state the brand and type (liquid or powder) of detergent you use for: dishwasher clotheswasher —T L4' ! 12. Does your property have a lawn? yes ❑ no If yes, approximately what size? ❑ less than 1/4 acre ❑ '1/�4�acre El1/2 acre El 3/4 acre El acre F1 more than 1 acre (Specify) '?0 acres 13. How often do you fertilize your lawn? ' No. of applications per year !Z_41. Season(s) of the year M `/1/7/y/ 14. Please state the brand and type (liquid or granular) of lawn fertilizer you use: ❑ Check here if your lawn is maintained by a professional landscape contractor. CHANNEL February 16, 1993 TOWN OF NORTH ANDOVER 120 Main Street North Andover, MA 01845 Attention: Sandy Starr Board of Health Re: Mrth Andover Country Club 500 Great Paid Road Dear Sandy: This letter is to inform you that any and all sewer pipes disconnected during the demolition of the above-referenced job will be properly capped or plugged during the construction of the new country club- Thank y Y y, Jerry iorio, Project Manager abs cc: Robert Nicetta, North Andover Building Department ? I-c, ! Piarlfl'ilq F r-io, 1ec- in-g aCO"52d'iJCt7U� 242 Neck Road 0 Haverhill, MA • 01835 • 509-374-4511 • FAX 506-373-4900 G7,�O v On TIM / 'fes FRO ^RIS CQO ANr6 Igh r':'4�EA p� s r1? OFU� r W U l• '/?5 E S a , Ste, N , N 7�^W - ;..� SIGNE �.. s. FT ia:sCFYr�lu0('""'� .CAi.L ��w.C�Lc wq!yp n i7,f:f _tLi-7 AMPAD NO.23-176-400 SETS NO.23-376-200 SETS FORM U - LOT Ry=SZ F0--RK INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable local or state law, regulations or requirements. ****************Applicant fills out this section***************** APPLICANT: Phone 37 V LOCATION: Assessor's Map Number Parcel � 2 Subdivision �/4 Lot(s) _ w/1q Street St. Number ************************Official Use Only************************ RECOMMENDATIONS OF TOWN AGENTS: Date Approved Conservation Administrator Date Rejected • Comments Date Approved Town Planner Date Rejected Comments Date Approved Health Agent Date Rejected Comments � � e Public Worcs - sewer/'water connections - driveway permit Fire Department ' Received by Building Inspector Date CHANNEL Stephen E. Foster Project Manager Channel Building Company, Inc. 242 Neck Road Haverhill • MA 01835 (508) 374-4511 FAX (508] 373-4900 �` ."fir.. •=-_•--^ �='-�^•s''`••--' •'u• �` !•r. 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IF ( �IF( (] MIA 0 ❑ � ptvovKl� a I tifvaA�F. ti (o p� ' h ea it.95.o I Ax_ 2cA►x2q•_r_ �K SrAUr• • I .Lehtav �..) ,-- � .,�_ Geri •-.�..�„ ,� �� L. f �� Y >Ir�VtC,� hFlOty[2 I . 1DILe14 Umi A Fd • � 1JC�v CAN'tN6F 'per.^ n , reKw IU Gilt rlUd _ 1 ......._..I ...... PICK.Nr: l' GntSi.6ul,K-11�oG '� o�D g1a►•1t FoUuvnllb►� � �.' • .• LDyI r •/G 41 11 . . ` n' 1v 4. —t ALL As I 1 CiLLAL I� - I'i I( Ma x15 IUG l oWttt. EYeL { � wt 1 i cj �rJ�1cE \ (1: (2x29 17 xa4 _ ' {leu, '..•�—;� 1 IZ�UMINAM1•I CD �I Y✓5 1 '��� •F�v�ip'y),1/FN to /•/x� �tYf /{��Q.,• NWYvi YK C91 MILT {.WV 'w �I.. Iw,».•.: ACK �•'M�� M..1..,..,..r l..»,....r.», 1»_. 4�rA1 /DND {Loop .�u mr . ^^^"�.. ' /••ICp'TN AIJQ OVCIZ 1044. - r.•..'.I..:r.'r.l. :1�1i::��14'M » 1Jf.iRM11' Nsk— » ,.111.,. ... r WOODS A✓Ihllnd MA.\tlr.1 ww.+.•M..v Il+t\•, M. M...,1 •1'•1«',.-. \r»►e.7Li.rvl 1.•.•-••/..�v.■ .«r...r•.j...a.......yrl.,.,»Y..o DESIGNS x • • .......r._...,,_, iTm)W•b» (l.rl W•M•. .or••u•rIM W»I«,1•..11 1.1...1 (� C+ O-v /-Y-, J rp 0 D�I�c� � blb G1��nT ��� • T I „' %;• moi' NIA1�j L7141H4 JV4 r.. i�4 04' i �IZ>;Llr.il►JA2'� COI�cE�j �,� © lO•.•IOw Irl,.,..,.,..\, . . ..w I.r« 1• 11• rr••r" •1 i•r41 1 A{��•]'�'(�1'n /'/y�1'm /JJ 11Q Wr ..rlr•.. 1,\ r,rl•1 ••1 Nr\I ' u •1f•il�' W✓v1I` R CgLJNILT CLub r••Ilw.u. 11 1•••1 1'rr••r•1•w•.1 p� �+II••\Ir, 11•I••1rr \••rl•IW .rw;r Yr y,.+rrr••I rrr•rl ly + (it.«t (OND V'OG In 11: 1/•.n•r..r., .u.ri. o ..u•I. «I.; LjOp�1♦ bN OV[[Z Mbt'�+• ;~..•.L.id Ir•rl..w r\I•.1 u, HERMIT Hun»n jH;try lr. tr.•1 M•t►+t�.w Ksnr...�.. •••• /. rllw. Ir..• .I..r....l.• WOODS AJIM(A 4. TS M•In•4..1 M14•M•Pi,.l Ilw 11.1 11rr I••....r•1 •\ •..••.wr\• Wu1.11:�,Au� w�.a.r,,l.r rw\rl•4 1• II .'••••r•.rl•1•1.1.,•« DESIGNS Ir•I••I, ..J.rr l•• •1 Cllr I.w_..1 11 w��.�.. (IO111N'n+l Ivlllu•s•N Iol••1 nh+r•I»:«,\«•Ir 1•Iwrl —.. . j. DD 0PlRG4C o MV AIRONOOO M M A ASSOOOQ4CES OMC. V EPdGIPdEERING & PLARPING CONSULYAWS 185 New Boston Street R.F.D. #3 Woburn, Massachusetts 01801 Manchester, New Hampshire 03103 (617)938-1037 (603)434-8725 November 20, 1984 Board of Health Michael Graff 120 Main St. No. Andover, MA Dear Mike, As per our phone conversation and your request I have enclosed a copy of the tank portion of the Country Club design. I have talked to the directors of the club and they have agreed to the construction of the proposed. 3,500 gallon tank. As we discussed earlier, I recommended they hold off until spring with the leachfield portion of the design, so that spring water tables can be obtained and so that the cold weather will not interfer with the fields performance. I also informed the members that the capacity of the existing septic tank would have to be increased before December 1, 1984. Mr. Rea has been given permission to do this and is expecting to begin within the next two weeks with your approval . If you have any questions , or if I can enlighten you further, please call . Sincerely, Michael J. Rosati , R.S. MJRjmab Board of Health .,ndovers Mass, SjTBSl1RFACE DISPOSAL DESIGN CHECK LIST Zov") . LOT ` / " APPROM DATE II-�� � DISAPPROPED DATE_,,_ Provided: Reasons: 4r�t �.AN9M(2G-j56_ I'— Title V FAIL 09 _ Reg. 2.5 The submitted plan must show as a minimums a) the lot to be served-area,dimensions lot #,abutters b location and log deep observation hoes-distance to ties c location and results percolation testa-distancewto ties d design calculations do calculations showing required leaching area (e) location and dimensions of system-including reserve area f) existing and proposed contours (g) location any vet areas Athin 1001 of sewage disposal system or disclaimer-check wetlands mapping h surface and subsurface drains within 1001 of sewage disposal system or disclaimer (i) location any drainage easements within 1001 of sewage disposal system or disclaimer-Planning Board files (3) known sources of water supply within 2001 of sewage disposal e system or disclaimer I(k) location of amy proposed well to serve lot-1001 from leaching facility � (1) location of water lines on property-101 from leaching facility --- (m) location--of benchmark (n) driveways (o garbage disposals (P� no PVC to be used in construction (q) profile of system-elevations of basement, plumb, pipe, septic tank, distribution box inlets and ontleta, distribution field piping and otter elevations (r) maximum ground water elevation in area sewage disposal system s) plan mast be prepared by a Professional Engineer or other professional authorized by law to prepare such plans Reg 6 Septic Tanks (a) capac t ess=1507 of flow, water table, tees, depth of tees, access, pumping (b) cleanout (c) 101 from cellar wall or inground swimmdng pool (d) 251 from subsurface drains Reg 10.2 Distribution Boxes (a) pgreater 0.08 Reg 10.E b) sum - I Health 1 �1 ,... .4hdover,Mass SUBSURFACE DISPOSAL DESIGN CHECK LISP cow-pw LOT APPROVED . DATE -y- j DISAPPROVED DATE Provided: Reasons: Title V FAIL OK Reg 2.5 The submitted plan must show as a minim is a) the lot to be served-area,dimensions lot .%abutters b location and log deep observation hoes-distance to ties c location and results percolation tests�dfstance to ties d design calculations & calculations showing required leaching area (e) location and dimensions of system-including reserve area f) existing and proposed contours (g) location any wet areas within 100' of sewage disposal system or disclaimer-check Wetlands mapping (h) surface and subsurface drains within 100' of sewage disposal __--- -- system or disclaimer (i) location any drainage easements Within 100' of sewage disposal system or disclaimer-Planning Hoard files (3) known sources of water supply within 2001 of sewage disposal e system or disclaimer (k) location of any proposed well to serve lot-1001 from leaching facility (1) location of water lines on property-101 from leaching facility (m) location of benchmark (n) driveways (o) garbage disposals (p) no PVC to be used in construction (q) profile of system-elevations of basemen , plumb, pipe, septic tank, distribution box inlets and outlets, die xibution field piping and other elevations (r) maximum ground water elevation in air A a wage disposal system (s) plan mast be prepared by a Professional L.71neer or other professional authorized by lax to prepare such- plans Reg 6 Septic Tanks (a) capacities-150% of flog, grater table, tees, depth of tees, access, pumping (b) cleanout (c) 10, from cellar wall or inground swimming pool (d) 251 from subsurface drains ' Reg 10.2 Distribution Boxes (a) -slope greater than 0.08 Reg 10.4 b) ` Board of Health SEPTIC SISTE4i Un1 1'CGv� North AndoverZHaas. , INSTAILATIM CHECK LI Sr LOTj OM DATE DI SAPPRO7ED X AVATI Og FAIL -�S-S ;aeons: _ F og (4A.IK- LN5P' 1. Distance Tot a. Wetlands b. Drains , c.. Well 2. Water Line Location 3. No PPC Pipe Septic Tank l a. Tees -_Length & To Clean Out Covers b. Cement Pipe to Tank - On Both Sides of Tank 5. Distribution Box a. Covers & Box - No Cracks b. All Lines Flowing Equal- Amounts cc c. No Back Flow 6. Leach. Field or Trench a. (Dimensions b. Stone Depth. c. Capped.Eads d. Clean Double Washed Stone 7. Leach Pits. a. Dim-ansions b. Stone Depth c. Splash Pads d. Tees e. Cenant Pipe to Pit - Both Sides f. Clean Double Washed Stone 8. No .Garbage Disposal ---- - g. Anal Grading Inspection 10. Barricading Covered System 11. As Built Submitted a. Lot Location b. Dimensions of System c. Location with Regard-to Perc Test d. Elevations e; Water Table i • - - f F - , r�• r'1 . ter+/!.�!.q��+yl �.r I •i y.r vr.I Vr��r.1��+ #/ TRUE COPY ATTEST t-IWICHAEL JOSEPH CONNOLLY SECRETARY OF STATE GALE CIEA� t _ Ly+ V �.r). ♦ b - L tiI T ��i� ♦.J iV 3..� JLi i N •• . y.•-� t;«�r :�,, c:r 1 ;,��;(�• X13 CNC. 3.00 well D:azn-s and ,,.s_1ar { ti2�i5Lr3t CR :• -�1- ;'I c s,-V f: DIVISION OF WATM RESOURCES ` r r • _— � , �• � • �,�♦ !I'•.r v.2if���••. vr.•I.e rwe �e.�.Q:.: �11.r—C1��3 i..r •dimer dr..p.�_i VZ �.•� :'•--'�.._r These regulations prov_de a se_ c _ 1 •- -�'a ^i�+«:'.i l."`!.. �:-:3 ;.::r itl3a.'I r criteria for the registration of well diggers and drillers in N.assacausetts. •jb_ie req _- satrequirements for well drillers' •report _s•which are to be submictad to e Oi'.=s , :dater resources within thirty days of completion of any.*.nater well. Requirements for registration of any individual shall. include evidence that he./she has te engaged in the well-drilling trade under the direction of a registered driller �•jr t. stc (36) months prior to the data of application. Furthermore, helshe shall demonstrate 10::c', ledge of well drilling by producing evidence of having successfully passed a written exa^�.4-nac prepared and administered by the National 'pater Well Association. Drillers' reports shall contain the well owner's name'; well's location, depth, dril-I—Ing log, descriptions of casing and screen, static water level, method used to test well yield, e. ' Criteria for the withdrawal of reistr leneth of time well oumoed, drawdga 14 o L : i � ; rCL`CL CIIX CT Cop. ALCEMl0" L DIVISION OF WATER RESOURCES . Rm. 1304 100 Cambridge St. , Boston, 02202 ,5,6171 727-3:57 J. 1 iT�TQ i`' `'•T1'OF�'`t: "' - " 'f l Sart nn 1 1 and 16 s ,1 • ►.•.a ?a,-ice•:ori �;�=�.on •xi'I cor..;ie:a :..e a c '� • 533 8/14/86 7. F..�s..`.r.a 1Q`: �i1..si�.:S :3 7 �.�:• e• August. 14, 1986 . L �: L7� ..: t• E:__�: on Inc =c c=Ci' i :�.'flr.:i 5e::'oa e.:__. of;.::s :E;s•"• -. C:•'.: ?' .::C 3«^ rttY3te SE^.:O.. fol ::e ,,:z3-. 1:G s2^-9C^. ;:e3.*. 1;.G 3 ^f0 2C::0A ova: : 2 i'�-� :�s•t 2«•* r3::i ':.':•::: -::• : =tr._...a of •:o None 313 CMR: DIVISION OF WATER RESOURCES 313 CMR 3.00: WATER WELL DIGGERS and DRILLERS REGISTRATION !� Section 3.01: General 3.02: Requirements for Registration 3.03: Criteria for Withdrawal of Registration and Penalties 3.04: Severability 3.01: General , (1) Pu se, The purpose of 313 CMR 3.00 is to provide the necessary criteria for the registration of well diggers and drillers in the Commonwealth of Massachusetts. These regulations shall establish the information that must be furnished as prerequisite for registration as well as the information that must be furnished at the completion of any well. The criteria by which registration can be withdrawn are also provided herein. (2) Authority. The Division of Water Resources promulgates these rules and regulations pursuant to•M.G.L. c. 21, ss. 8-16, relating to the registration of Well Drillers. (3) Definitions. . Business of Dismina or Drilling. A person who charges a fee for digging or drilling a well. or a person who advertises for hire his availability to dig or drill wells within the Commonwealth. Casing. An impervious durable pipe placed in a hole to prevent the walls from caving, and to seal off the well from surface drainage, gas, undesirable water, or other fluids. Specific types include a temporary casing placed in a soft, sandy or caving surface formation to prevent the hole from caving during _._...__.... ._..., drilling, and a permanent easing which serves as the principal well casing during use for water supply. Director. The Director or the Director and Chief Engineer of the Division of Water Resources. Division. The Division of Water Resources in the Department of Environmental Management. . Drawdown. The measured disiance between the static water level and the pumping water level. Non Productive Well. A well which has been dug or drilled and suffficient water for its intended use is not available. Productive Well. A well which has been dug or drilled and sufficient water for its intended use is available. Restuulatorg Astencv. The Division of Water Resources in the Department of Environmental Management. Static Water Level. The distance measured from established ground surface to the stn li2ed water surface in a well not being pumped, not being influenced by pumping nearby, and not flowing under artesian pressure. Well or Waterwell. Any hole or shaft constructed into the ground for the purpose of injecting water, extracting water or to monitor ground water levels. This definition shall not include wells used to dewater excavations or to stablize hillsides or earth embanlanents on a temporary basis. Well Driller. Any person. association, partnership, company, corporation or trust that constructs a well for a fee. The person responsible for the field operation, equipment, materials, personnel and quality of worlananship. The registered individual authorized to drill or dig wells in the Commonwealth. 313 CMR: DIVISION OF WATER RESOURCES 3.01: continued Well Yield. Well yield is the smaller of the two pump test measurements determining, (a) ,the gallons per minute of water the well is capable of delivering for a minimum of four(4) hours followed by (b) the gallons per minute of water the well recovers (based on drawdown and recovery) after a minimum of one and a half (1 1/2) hours. The method used to determine the yield in addition to the above data must be indicated wn to the well owner. on the Water Well Completion !?o .. ... . .. ... . m lotion Re rt and made kno - ... .. (4) Registration of Well Drillers. No person shall engage in the business of di or drilling wells within the Commonwealth unless he is registered with the Division of Water Resources, as required by the Water Well Drillers Registration statute. (M.G.L. c. 21, s. 16). (5) Driller's Report. Within thirty (30) days after completion of any well (productive or non-productive), a registered well. driller shall submit to the Division of Water Resources, a report containing the name of the owner of the well, the geographic location of the well (this shall be given accurately to enable easy plotting on a U.S. Geological Survey Topographic (1:25.000) Map), well depth, depth to bedrock or refusal, casing type, casing size and casing length, well screen type, well screen length, and depth at which well screen is set, static water level, method used to test well yield. length of time (in hours) - well pumped, drawdown, well yield, and drilling logs describing the material penetrated. Report forms will be issued by the Regulatory Agency upon request. Any Driller who files a false report is subject to having his registration revoked. J3.02: Requirements for Registration(1) Requirements for Certificate of*Registration. As provided by 313 CMR 3.00, the Division hereby establishes certain requirements for registration of well diggers or drillers. Before any certificate of registration is issued to any individual. the Division shall require that the individual submit evidence that: (a) He/She has been actively engaged in the well drilling trade under the direction of a registered driller for a period of thirty-six (36) months prior to the date of application (b) He/She shall demonstrate knowledge of well drilling by producing evidence of having successfully passed a written examination, prepared and administered by the National Water Well Association (2) Contents of Certificate of Registration. The certificate of registration (which is non-transferrable) shall contain the following information, in addition to such.other information as the Division shall require: (a) The name and address of the registered driller, (b) The registration number of the registered driller, (c) The annual period for which the certificate is valid; (d) The signature of the Director of the Division of Water Resources. (3) Waiver. When special circumstances warrant, the Director may waive the requirements set forth in 313 CMR 3.02(1) and issue a registration to an applicant. Reasons for waiver include, but are not limited to the following: (a) Satisfactory evidence of registration in another state for a period of at least three (3)years. (b) Previously registered in this Commonwealth subsequent to August 27, 1981, and upon payment of fee in arrears as determined by the Director. (c) Certified by National Water Well Association as a driller, (4) Temporary Certification The Director may issue a temporary certificate to a well digger or driller. A temporary certificate will be valid for up to ninety days (90). The cost of a temporary certificate will be the same as for a regular yearly registration. 313 CMR: DIVISION OF WATER RESOURCES 3.03: Criteria for Withdrawal of Registration and Penalties (1) Any activity at variance to any pertinent Department of Environmental Quality Engineering or Division of Water Resources Regulations shall be considered sufficient criterion for the revocation of registration of diggers or drillers. (2) Any well driller who fails.to register with the Division of Water Resources, and offers his services for hire, or any well driller who fails to report according to 313 CMR 3.01(5), is subject to a fine of not more than three hundred (300) dollars and'revocation of.his registration. Any well driller who receives from the Director a written notice of suspension of his registration may request a hearing, to be held within thirty (30) days. If a petition for a hearing is not filed within thirty (30) days after notification of suspension, the Certificate of Registration will be automatically revoked. The superior court shall have jurisdiction in equity to restrain a continuing violation of this section. (3) When a registered driller fails to renew his registration in a timely manner, the Director may refuse to re-register the driller without a Hearing. A timely manner would be fifteen (15) days after the receipt of a notice of failure to renew by certified mail. return receipt requested. (4) If a driller's registration is revoked by the Director, any firm in which the driller has a principal financial interest may not drill wells during the period of revocation. 3.04: Severability If any provision of these rules and regulations or their applications is held to be invalid, such invalidity shall not affect.any provisions of the rules and regulations not specifically held to be invalid. REGULATORY AUTHORITY 313 CMR 3.00: M.G.L. c. 21, s. 11-16. C EQE File No. r`� 111 (To be provided by DEOE) � } ;;ily/Town Commo, wealth of Massy husetts —�; Applicant ;,.]t 1�� 1 " Enforcement Order Massachusetts Wetlands Protection Act, G.L. c. 131 , §40 From 1'j ;'. Ilssuing Authoritv To ;t1-no LO y . 08.1.) Date of Issuance Property lot/parcel number, address Extent and type of act; ity: 7 t / Vki._(=f)i11. _ i). 'r5 j)Oi-oi. (.Sisch:.1.1:r,, i 1 oss FdV S(,T)t.:!._ 11 a ?1'y' ) ��cAl<I ;,r (:'l1C'ilt'�.4CE< The - has deter,,iined that the activity described above is in violation of t` e Wetlands Protection Act, G.L. c. 131, §40, an i the Regulations promulgated pur- suant thereto 31 0ICMF 10.00, because: 0 Said activity has be n/is being conducted without a valid Order of CondioOnS. 0 Said activity has been/is being conducted in violation of an Order of Conditions issued to , dated File number , Condition numbers; 0 . Other(specify) The _ hereby c'ders the following: Cl The properly ower. hi:, gents, permittees and all others shall immediately cease and desist from further activity affecting tli we.,and portion of this property. ❑ Weiland alterations 'e culling from said activity shall be corrected and ,he site returned to its original con- dition. r J 1 Completed applicati n forms and plans as required by the Act ar-'Re-ulations shall be filed with the on o, jefo; (date), and no further work°hall be performed until a public hearing has been he.j and an Order of Conditions Inas been issued to regulate said work. Application forms are available +: :O The property owner shall take every reasonable step to prevent further violations of the act. ,LJ Other(specify) ,I _.. ���(, `7��j �..(.� t._!LF' .L i }�C' tii� l l iyn `:�l..t�1)�7�'`C� (�.;j'.��i�'i:.l,.C�y (_or.rective F ci-. .S () N , I, 1 <rt�r )1j, v Co_;s;,i_ orl in writ irt� try 11T a i_�� , Failure to comply with this Order may constitute grounds for legal action. Massachusetts General Laws Chap- ter 131 , Section 40 pro+ides: Whoever vt,:!^tes any provision of this section shall'be punishe, by a fine of not more than one thou anc' ..ollars or by imprisonment for not more thar ;ix months or hoth. Each day or p. rtion thereof of continuing violation shall constitL' a a separate offense. .0-uestions regarding this ' nforcement Order should be directed to: Issued by (Signat,'re of delivery person or ce 'ified mail number) c.c .or Llf iiri(. ver_ Loaxd o F Ile z-iI1. -1 iNlorth_ .:ri(zr ver 1_Oaru oS Y��'r� is ..orl-s WESTON & SAMPSON CONSULTING ENGINEERS 14 BEACON STREET TELEPHONE CAPITOL 7-3508 BOSTON 8, MASSACHUSETTS August 7, 1956 Board of Public Works Mr. William B. Duffy, Supt. North Andover, Mass. Gentlemen: We have been requested by the North Andover Country Club to advise them on disposing of the waste waters from an outdoor swimming pool and wading pool. In connection with the pool, it is proposed to provide a toilet, shower, and wash bowl. The swimming pool will be 35' x 75' in area with a capacity of about 125,000 gallons. The water will be re- circulated through a filter having a capacity of three turnovers in 21+ hours. The pool will normally be drained once in the fall of the year. The filter will probably be backwashed not oftener than once per day and very likely less frequently due to the light bathing load. The wash water will amount to from 200 to 300 gallons per wash. We suggest the following methods of taking care of the waste waters: Emptying Pool When the pool is emptied in the fall of the year or, if necessary, at any other time, add enough HTH to the water so that there will be a residual chlorine of one part per million at the end of 24 hours. The water could then be drawn off into the nearby brook. Filter Wash Water To take care of 300 gallons per day of filter wash water, we propose a leaching manhole 5' inside diameter by 5' in depth built of concrete blocks laid dry and provided with a concrete roof and access manhole. The capacity would be in excess of two day's wash water. Test holes and percolation tests show the soil to have a percolation rate of one inch drop in 2.5 minutes and is well adapted to handle the filter wash water. -1`:'Al=x'.#13 7VIlT 1`.!L'v°'OJ 741V I PIPJA%, : ! Q T , A3 TA t" r e _� . Y .,. ,. .r•' _ . % rpt!' a r t WK, ...�.....`=r An .J , f - .. r� t � . ' r' •-t1 _� • •:'L'J'"1 .a.'r ?'i r ; h ,t , � i,f.r!, . ,� � � .. �.0 it4• �_rt't v,'rn.l�... r1.' fl •i_' :3?, _J C. . a+ North Andover, Mass. -2- August 7, 1956 J- Sanitary Sewage The volume of sanitary sewage is estimated to be a maximum of 450 gallons per day. We propose a . septic tank to the north of the pool and sub-surface leaching trenches. The septic tank would have a capacity of 1 1/2 times the daily volume of sewage or 675 gallons. The tank would be 3 ' x 6' in area, with a. sewage depth of 5t . The design would follow standard- practice. Percolation tests show that leaching trenches 21 wide should have a total length of 125 feet. The septic tank effluent would be distributed in the trenches by means of 4" open joint the pipe , surrounded with screened stone. The trenches would be located to the north of the pool. This method of disposal follows the usual practice and is similar to the disposal of the sewage from the clubhouse. In behalf of the North Andover Country Club, we ask your approval of this general method of disposing of the waste waters from the proposed swimming pool. If you concur, a. working drawing will be prepared for the construction. Yours very truly, WESTON & SAMPSON GAS/rw In duplicate cc: Mr. F. P. Worthen p,. ,. ..,( - u1,, • .,V}.,1 r Ir no Up 'S r `J _ "iVA:`1 df :n o_''.: 70 yrnc i 1 ,-7 _ ` Wil.! .1. --- -. -.,. .. .r'., <r,.,•.)� J i He: N. Andover Country Club _214* October 3* 1956 Access manholes and cleanouts for the tanks and distribu- tion manhole are buried 6" below the ground ,surfacer since they are so close to the green-. The elevation of the proposed sever from the bathhouse is :not known exactly, if it differs froaaa the plant location of units malbe changed, as long as adequate slope of severs. is provided# and the depth below ground surface is maintained, Me location of the trenches under the proposed send trap is satisfactory to the golf course archit+ect# who stated that the 'bottom of the trap will he at present grados, with the trap sides "built up abovo present ,grades, L"rejenj L5evg e P3. : o s to This consists of to 504 gallon septic tank and approximately 300 feet of looching trench, located as shown. To prevent sures charge of this system, a proposed overflow pipe is provided to sllou relief vheh the capacity of the present leaching trenches is exceeded, and before the present septic tank can overfl.ot-Y on the ground. It wi.l.l he necessary to break into the outlet of the present septic tank- and connect to the inlet pipe of the proposed septic tank as shorn on the plata. There is a possibility that a, type of diatomite filter will be purchased Vhch discharges no wash grater, the diatomite pre-coat being contained in nylon bags which are replaced manually# without ba+ckrashing. If a oonvonti.oral diatomite filter of the backvashing, type is provided# it is proposed to dispose of the 300 GFD of back ash eater in a dry cell 5' die. z 51 liquid depth. They dry veli would be cleaned of its accumulated spent diato- mite i.ato-mite annually,. Emotvins.the Pooh It is proposed to empty the pool over a period of 8 hours ,hr u t e,�-fil � and with a raga of chlorination sufficient Q provide a resiva1 chlorine content of 1.0 ppm in the pool eater discharged to the brook. We believe that the uater in the pool in routine use vou'ld be of better bacteriological quality than tho water in the brook# but if ,any apprehension is felt in this connections, approval, by the health authori.tios could contain the condition that the poral shall not be emptied until the quality of itsdischarged voter is approved b9 the health authori.ti.es. Yours very truly p G(M/res t MON & SAMPSON Enclosure. WESTON & SAMPSON CONSULTING ENGINEERS 14 BEACON STREET TELEPHONE CAPITOL 7-3508 BOSTON 8, MASSACHUSETTS October 3: 1+956 Mfr. Turner Bridges c/o Wipex Inc. 11orth Andover Country Club 350 Green Street Sewage Disposal for New North Andover# Mass. swimming Pool Dear Mr. Bridges s There is attached a print of our Plan 19/8 showing the proposed additional facilities for sewage disposal at the North Andover Country Club, to provide for an expected increase in the number of guests at a proposed swimming pool and bath house. The swimming pool would have a capacity of about I1$,000 gallons and provision will be Made for a turnover of this volume every 8 hours through a diatomite filter and chlorinator. The pool will normally be drained but once annually. The expected number of bathers is estimated to be 50 daily. SnaltarY Se xalxe Additional plumbing fixtures will consist of 8 tOilet, shower and lavatory for the men, and similar fixtures for the women, located in the "basement "bath house. The volume of sewage from 50 'bathers is estimated at 500 GPD. To allow for occasional Inadequacies of the prasont system, due to peak attendance at Country Club functions, an additional 500 GPD of sewage is to be allowed for: or a total additional daily flow of 1.9000 gallons, A concrete septic tarp of 1500 gallons is proposed# with a dosing tank of 250 gallons capacity fitted with a 4" automatic dosing siphon, to dose the disposal or leaching 'trenches inter- mittently. L Three test pits were slug In the area of the proposed J ��z disposal works0 as indicated on the plant to determine the nature of the soil; it was found to be vrellx-suited to tub- surface disposal of sewage. Percolation tests showed that water placed in those pits leached into the soil at a rate of Ste' one inch in 2.5 minutes. On this basis# we figure that a ---,o-tal 9!-,375 linear feot of leaching trench ui'll be required /�r-4�lijaximum flow of 1#000 GPA of sex-rage. 'The trenches con- list of 4" bellrand-spigot V,C, pipe laid with open ,points in graded stone, as shown on the plan. ��T- �,,�- �E1tCc� �ri F1 � h} TC �! i' M A 1 T?BFMF AO. A39 At -C J JTI An,3AOlia:3J3T Z:TT3P-UH3Acc'AAN .8 WOT2O8 • i t • , i 5 'p • l •'t i • t f , August, 24,1956. £:r. Clarence I.Sterli ng,Jr. ,Commissioner Division- of Environmental Sanitation State .House ., . Boston., Massachusetts. <` Dear 14r. Sterling: 118yvie have your recommendations for. installing septic tank and drainage- field, for sewage dispo sal *on building site located on map inclosed. r N.Andover . , Location Great -Pond hd.,Country Club .. Type of building Swimming pool = Percolation test .4 min. Soil Clay Enclosed is copy of letter from.T:eston. &. Sampson, and plan. Please return the `plan to us. Yours ve* truly, HCA RD OF HEALTH By Mary F.She ridan, Agent y Tai iliA,", T "< J-C. Lt.;611 j�TBUfj_'G Tl i U r O rl2 i'TJCT020q ?2 COj Off, TGr�GL Zx,,t7W 0 SM;° LSJq Zo?T rTU?L roc` r:ou f z,�p ,oijq r q •*Co,7.�t;, ''7np ', '�'ii',UA6L 21re Teci;cc; ou ?zrcToaoq- �fIUjC C'Uq r;F,fi?TJOUG 7{6Tq ioz, aac:s'tE rY.ra"o" T cu ,�r.?Tcr z►C 1Gr1z, Z,f3CG.. _EJJgii}?OUG JOL TU-.ff-TT?zrL j'SL L . -' pCLT?Ua: c r'�G'a 1�Ot7G0 ou c rvr ;r�ouc e�J�f;T �i�u? :��7ou .L* ^I� zer�cc T• �F�'7?U�'`lz,• '�c:.��ar .oLTcz. r T _ Oopy -� WESTON & SAM ON C ,nsulting Engineers 14- Beacon 1:treet Boato'n 8,11assachusetts : Augu st :7,19 56 . Board of Public .Vorks' Mr. Va.11 iam,. B 'I)uf.f y, ,Sup , t. North Andover `:Lass. ` GentlOmen V Wo have. been request.ed,by'tlie North Andover Country. Club to advi so . them on -diapo sing of the waste vaters from an outdoor' swimming pool and wading pool.: In connection with the pflol', it is proposed to provide a toilet, shower, and wash bowl. The sw.imding pod will' be 35 x5' in area with a capacity of about 125,000 gallons. Thewater .will. be re- circulated through a filter. having a capacity of three 'turnovers in 24-hours. The- pool will normally be drained < once in 'the fall of. the .year.. : • The f ilter wil l probably be backwashed not .oft'en6r .than once -per day and. very likely less frequently. due' the light bathing load. The wash water will amount .'to `from 200 to 300, gallons per wash. We ,suggest y the following-xme.thods of- taking care of .the waste waters,. - Ems. t i�ng Pool. - VIhen , the Pool is emptied, in, the. fall, of. the year or, if necessary, at any'other time, add enough HTH to water so that. there _wi.11 be a residugl chlorine. of-one part:•per million -at - the 'end of 24 hours. The water could, then be drawn.'off ,into the f.nearby brook. Filter Yash 1: i;•'i9:Jt1!'',CI: �f1�:I��rrsli�J e,i"ro,. 311 f Io G'npol .Iqu '. <y . to .W C3ill :• .`t .3 3 8 ,10 v 3 arl• .'[J Lt) . : ao 9:)I-IS:) y,iJ=oO zsvonn : dJ-io.I 3rf J � d boJeoup �7 rm,ld 91 ry1 s ; rio'lY aZtew" )rfl 'to rn2ao: alb (ro ME)ffJ _^_ J`vjl of CiJIO aoi.,;o:)nnoo id .Iooq c:nn loot.; '10Axt'Lo -is 'trig :Ofl3 t J 3y101 '. 9i)lvo`Y� OJ b33OgO' -.i E� J1 1004 9dJ AJI'-7 .Iclod 'f : ;:1 anr3 a dJili rssz I nl ' :;V x I at; ad 1111.1 iD(.i al -.j7 ac) I1 ri 7.tJ -.r 'j I.' 000td:al Judd s 10 ZJ103;,33 tj_)'1riJ 10 4Jtoz'l3o C3 �fl Ivn;-i goJllt a it ;.Uonc[J u��Jnic azia berzI.s76 ..d �, .CI>:.°To.r fli.-i .81100.4 �'S n.t a�ov )muJ 36 t lcfi dzig II.tr. "i;t.i.!i 1. -%U jrfJ to Ilxli al So= gle'[II 11J r :.ins V.3i; 2. q 30flO rrsrfJ le.:3J•Io Joi' boi.:, r:_azld fien„ xll' .bsol s:iJ of eub ; lJneups^r oI .if?, v, ^t 3ti ari of CCS 7o-TI of Irujof'I; I1I-.7 `.toJ.3 't to e�no 4nlsf3J Io abo�IJurn •„.il.:ol �ol o:iJ J80-ace :a'toJAfJ loo” nnIG_dc ,7o jr[J lo lfal fJ of betJgr_ra al foo-, oAJ aid , Z-jJ3w of Ht i Kirroria bb,3 , x 11 -iorfJo ,ns JFK � ;�s3ea3aen ii clod J•13•_ sno ro e:t1^„oltio Ifsub. 3jl s ed 1113 i7s::J t,3.fl 03 sd no.lJ _I:'no 13Jf,til Wei'' .criuo -f :K,' 3o bn a y xJ Js no s lIlm . qoo-.d tid�r,39n erlJ oral 32o n: at zjJn , fbz,' ns JIIi d?n •r 30 ';Ab "t-'q U101lrs,j CC" '10 s7no e-413J oI €d Y9% ur*rr°b s;�l1.1 lv aloijfir, ;II�"[a'19.L s Ej.30go`Yq b.,b=vont, ins t,nl) blal e::oold eJeio-roo ;o tAlid dJggl) of 18 yzflO2'_-o 9'l._' . elorfron bn moo°i o19-fofloo 3 rif1w 8010^[ Jit)_' .'IBJ I'a fti'm et ;u;) ovii- 30 3aJOxf) ill ad LIuovf rs o:.� Z1oa�I �.I t. 9V"Lf of 1103 '313 :ro;l-1 eJe�J �TotJ3laa�� 1 Ln*s bol.,.a5-; 1. i a : a I wra s')0Wa.i r.- c.S (II 40-rb d0n.t 9I,0 10 311311 .7 jJ-,^ r:aa,i i )3 l'2 srfj 91bnarf of 2 Sanitary Sewage The volume of sanitary pewage is estimated to be a maximum of 450, gallons per day. We propose a "septic tank to the north of '-the pool and sub-surface leaching trenches. The septic tank would have . a capAcity of .l"times the daily volume of. sewage or 6''75 gallons. . '.The tank would be 31 x 61 in area with a seviage depth of 5t . The design would follow standard, practice'. Percolation tests, show. that leaching, trenches 2' wide should have a total length of 125: feet. The septic tank effluent would be distributed in the trenches by means of 4" open joint the pipe, surrounded with screened .stone. TI-B trenches would be located north of the p001: ( to the) This method of-.disposal follows the usual. p ractice and ie similar to the disposal of thea sewage from. the clubhouse . In 'behalf of the North Andover Country Club, we 'ask your approval of this general method of disposing, of the waste w ate rs. from the proposed swimming pool. . If. you concur, a working drawing �d11 beprepared for the construction. , Yours very truly, Weston & S an ps on ( Signed) _George A.. Sampson J . :UE;q G0i.F.6 `.t• `z.,-, a 01 c 11 LL 2 011 17 : 1,cI./l r'S:f7Tri� £i II T' ClLfr..,r►J- i ~T Y` �1 1..CT)L'LG(f '01, �p6 COV-C4� .,fiC.P; CIJ• •.l 4YFi ;: f,;^.(3LI.,O. r )C, bIOF':c zc( z',":��:::. uL l 1'oo-O rWil C0UC:,7u' Or"L Lf:"LOAUT OT r"i:T 4 UOJ-TC,1.1 T .-c. .PITcq oT, cqrj,o2Tf.' 0{ ppe Iu PcNsTT o{ ! Q:r;Tau ro r Tc 4;oT,cG s al jJ 0of [,r;G LLOitt rJTC CTtIPTTcr7P a • yt � u;GT, oq o- r,;a oCUT ZOTTOI12 VcT nar7'uT 7z.e�c�;co buc; TO r. cu'.I c2 rcrTq �;c Trcr ri. CSI r~1-C boor• { a rIr6) Vii, O ,�:U �,TI,�, r.;Ta i�. i'G' F'7�,�J �z7�GCI faT#j.' oc&rF.UC3F'� 8r0i.tC3• et; Trscl;;: ::c,rlq Pc q:�rT�TprtFq rI d !'r, rzEv: G� p?: , c;Jva cl I' r7TC, pt A V 4:0`'i.T ;�urrl' o� T5E) I,cF;r• -IJo ;wl�,"c vl= LCCJL, ou PV-Srr c rp,:r TcscpTzl:; rz,c1s,j:62 (IG ;.:01: C' CiTC.: BPuC'C'1•CI' ^zGCS? C8• . " i 'k L, Tv , Lou r': f, � ��: L' L� ne.hrF C� �, ' �.I�c ge2T%IJ gsTT?, nUTrr.le of ', c._.r3cc cx, E?�\c �: TTOus• �.I'c rriz;t :c! WN1 6-36-917893 - = THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF F PUBLIC HEALTH ?UATE HOUSE, BOSTON 33 Vouzatr7 Club riot rill-.Z uoa or Lslir�.11uo 1-'00$ _tnstx t;lt'` or or 11,01,20 lioalth la- In r('001PI'D 02 pa 0 • AFM i-.p VhM'S oh 10 o LJo. V oas YFruotca. an tind - :` t rag tto c -all l=;c cmrJtbo r�.' y �►-.����` propm t tbo y 'y��' t Wf3;i ?. f Wit„ i1 'GI �:,i3+�..' 'j'y } Vii► i,tc Dal lui Ucrth P ,*,*wcv Ikk !) ccca fitr-cot LOCI, 37r 2TT32UH0A22AM 30 HTJA3WOOMMO:) 3HT 90 TM3MTAA930 HTJA3H DIJ8U9 n �� r EE NOTeoS ,3k1U©H 3TATw M t 1 North Andover Country Club Great Pond Road APPLICATION FOR SEWAGE DISPOSAL IWTALLATION HEALTH DEPARV.FX--NORTH ANDOVER, MASS. I hereby make application for a permit for a sewage disposal installation at North Andover Country Club . I will install this system in accordance with all the lays of the Commonwealth of Massachusetts and regulations of the Board of Health of the Town of North Andover. Further$ I will construct the house sewer of bell and spigot pipe, the minimum diameter being 4 inches.. and will maintain a minimum grade of V,, until 10 feet preceding the septic tanks where the grade shall not exceed 2%. I will install. a concrete septic tank of seems in size. A manhole (s) permitting easy cleaning will be provided with removable cover (s) of iron or concrete within 12 inches of the ground surface. I will provide subsurface disposal field with open jointed bell and spigot Ackron pipe at least 4 inches in diameter and laid in a series of trenches, the bottom of which will provide a minimum of see *"-* lineal (square) feet of effective absorption area. The pipes will be laid on a 6 inch layer of washed gravel or crushed stone ranging in size from 3A to 1-1/2 inches (dia.) and the pipes will be surrounded by similar material to a height of 2 inches above the crown of the pipe. The joints of these pipes will be protected from clogging and before filling the trench., 2 inches of gravel, or stone 1/8" to IA" (dia.) will be placed over the course gravel or stone. The disposal field will be installed at a grade of 4 to 6 inches/100 feet. No single tile line will exceed 100 feet in length and in any case,, two lines of tile will be installed. A minimum of 6 feet will be maintained between the center lines of the disposal field trenches and the average depth of trench shall not exceed 36 inches. No part of the in- stallation will be less than 100 feet from any private water supply, 25 feet from any stream! 20 feet from any dwelling or 10 feet from any property line. I further agree not to cover any M]:Iion of this installation until ap,Broved by the inspection officer, as provided belowp and to incorporate any additional requirements that may be attached to the hermit. Plot Plans must be submitted with application. See plan attached. DATE November 2, 1956 Signature of Aptfticant I hereby issue the above permit for the Board of Health of the Town of North Andover# Massachusetts. DATE r / 5-Z igna�ture of Health Agent I have inspected the uncovered system indicated above and find everything done as described. DATL 12/29/56 Signature of Inspe ting Officer Percolation Test 4 min. Soil-clay Garbage Grinder JOSEPH D. SULLIVAN. CHAIRMAN FRANCIS B. KITTREDGE IRVING C. HOWES, CLERK 44 y+ o�.NoRry'��r TOWN OF NORTH ANDOVER, MASS. c?'�`�� �O �C BOARD OF PUBLIC WORKS t[rte APRIL7['7 Aa•„y; 18551 w ...►ys .....4 WATER, SEWER, PARK, PLAYGROUND AND SCHOOL GROUNDS DEPARTMENTS SUPERINTENDENT AND ENGINEER WILLIAM B. DUFFY, REG. PROF. ENG. August 8, 1956 Board of Health North Andover, Mass. Gentlemen: Please find enclosed letter from Weston and Sampson, Consulting Engineers, Boston, concerning a proposed swimming pool and sewage disposal system at the North Andover Country Club. We approve the proposed , method of disposal but refer the matter to you for final approval on behalf of the Town of North Andover. Very truly yours, BOARD OF PUBLIC WORKS William B. Duf , 17BD: s Enc : NOIuH ANDOVai, COUNZhY CLUB November 9, 1956 lass. Dept. of Public Health Division of Sanitary Engineering State House Boston# kassachusett€ Gentle ment Confirming a conversation vith your Mr. Power laEt Friday afternoon regarding the die« posal of tater from the swimming pool at the North Andover Country Club, we understand that it will be agreeable to you if the area of the sand filter is reduced to one-third the area originally shown in Y"eston & Sampson's plan, )rovided that the sand filter is located at a higher elevation than the pool and that the pipe discharging to it from the recircula- tion pump is Made of such a size that the volume discharged to this filter cannot exceed 25 to 30 gallons per minute, so that the pool would be earaptied in three days instead of one originally planned. Very truly yours.. Fnjers n 4�h r i JOSEPH D. SULLIVAN. CHAIRMAN FRANCIS B. KITTREDGE IRVING C. HOWES. CLERK 4 y* oE•'00141'��+ TOWN OF NORTH ANDOVER, MASS. : AAIL;IV . , BOARD OF PUBLIC WORKS ` 1855 '• '�qs......,.- 4� WATER. SEWER, PARK. PLAYGROUND AND SCHOOL GROUNDS DEPARTMENTS SACHU5 4q� T SUPERINTENDENT AND ENGINEER WILLIAM B. DUFFY, REG. PROF. ENG. Ocotber 6, 1956 Board of Health North Andover, Mass . Gentlemen: We have a letter and plan for a Sewage Disposal System for a proposed Swiinn.inrr Pool at the North Andover Country Club. Please advise us if you are going to have the Department of Public Health of the Commonwealth approve the proposed sewage disposal system. Very truly yours, BOARD OF PUBLIC 1,0RKS Williamf Superinte WBD/wh October. 8, 1956 14r. Clarence I Sterling, Jr., Corm ssioner Division 'of .Euvironri ental Sanitation' State House, Boston .I4assahhusetts Dear.Mr. .Sterlings Enclosed. is ;a.new plan for Sewage Disposal and a,copy bf letter received from Western,&.Sampson, relating. to same. Will you kindly send us your recommendations and approval. Yours very truly BQARD OF HEALTH s By Mary F. heridanj Agent Enc. . 17, - 8 1. m�Jof to yqoo z 701 ILSIq '.rail nal b:sotonu .3:.:ll Of taoaq: --a - [11-6t, .-1.svT:;,aqqz crz zu br-ja y1bnl-.' uoy, 27ijoy ona COPY TO STATS HEALTH 'DEPT ; OCTOBER-3i 1956 To Mr. Turner Bridges: c/o Xipex Inc. 350 Green St. North Andover For: North Andover Country Club Sewage Disposal for Rew Swimming Pool From Western ,.& Sampson _ TgdC HTI'LAaH ETATa OT Yg00 ,. zsnbl7S i9muT .:Nl oT ani cc H dffo"00 .onI xsgi'\ o\o .�3 nss70 OSE zevobnA dlioX duly txtnuo, x5vobnA agtioV? :7oq looq 3ntmmiwz ws, xol IszoqE!iu y�pwsa nc�gmsG n7s�4e4+' !mox n 0 uoTf.,nTweg '[14MU)JOTAng a TST i(. Te"�u�tuo oar Esu S a tax , ^� • 1ri0 / 9561 ` xa 0400 I I October $, '2956 lit. Vii lliam B Duffy, Superintendent+, Board of Public Works North Andover, Massachusetts Dear Mr. Duffy: � :Please be advised that the plan for .'Sewage Disposal-at the .North Andover Country Club' has been submitted to the State Department 'of Public Health, for recommendations 'and approval. Yours very truly`s . BOARD 12 Hi AIZH lary F. he z idan,, Agent S 6Z'llf 8 ic:jofo3 ;Obi.Lk Atlo,, c.),It jz P„80^? P, *sol gzjq ,:!.k *I I-A#q 10 VJSta or:l ov+ ar'l 16!IL-0 V;In-fo-- H7” _ CommonweaCOPRTH astts , <i City/Town of ANDOVER MASSAC U VFUSystem Pumeco p g 2009 Form 4 JUL TOWN OF NORTH AN.�'`ive.�. DEP has provided this form for use by local Boards of Health. The yst LFtj �' i ust be submitted to the local Board of Health or other approving authon y. A. Facility Information Important: When filling out 1. System Location: forms on the computer, use only the tab key Address to move your j cursor-do not ��� �s C) use the return City/Town State Zip Code key. r 2. System Owner: Name -YYY�1J]]]���YYY��� Address(if different from location) City/Town State Zip Code q7e- Telephone Number B. Pumping Record 1. Date of Pumping Date + C -e9 2. Quantity Pumped: /500 Gallons �ret,�� 3. Type of system: ❑ Cesspool(s) ]� Tank ❑ Tight Tank ❑ Other(describe): 4. Effluent Tee Filter present? ❑ Yes No If yes, was it cleaned? ❑ Yes 5�j No 5. Condition of System: 6. System Pumped By: Name Vehicle License Number Company 7. Location where cEMtrGajnC- ®nth Br,°oadwaY _ - — Ravnham, MA 02767 Signature of Hauler Date http://www.mass.gov/dep/water/approvals/t5forms.htm#inspect t5form4.doc•06/03 System Pumping Record•Page 1 of 1 Commonwealth of Massachusetts City/Town of NORTH ANDOVER MASS:WnpWRe System Pumping Record _ Form 4 DEP has provided this form for use by local Boards of Healthord must be submitted to the local Board of Health or other approvingy. A. Facility Information Important: When filling out 1. System Location: / ��JV�� forms on the /V() VLq" cab computer,use only the tab key Address— to move your ` '`^' V ��4 Akd cursor-do not use the return City/Town State Zip Code key. 2. System Owner: n` tab Name — — Address(if different from location) City/Town State Zip Code Telephone Number B. Pumping Record 1. Date of PumpingDa 2. Quantity Pumped: 15-co Gallons 3. Type of system: ❑ Cesspool(s) 9 Tank ❑ Tight Tank ❑ Other(describe): 4. Effluent Tee Filter present? ❑ Yes, No es was it cleaned? // If y El Yes ❑ No 5. Condition of System: 6. System Pumped By: Name Vehicle License Number Company — ---- 7. Location where contents were disfialth Source Inc. _50 Broadway Raynham, MA 02767 Signature of Hauler Date http://www.mass.gov/dep/water/approvals/t5forms.htm#inspect t5form4.doc•06/03 System Pumping Record•Page 1 of 1 Commonwealth of Massachusetts City/Town of NORTH ANDOVER MAS System Pumping Record Form 4 :-T1bM:%F&tW:1PW DEP has provided this form for use by local Boards of Healtcord must be submitted to the local Board of Health or other approving A. Facility Information Important: When filling out 1. System Location: forms on the computer,use Gg p.Qf only the tab key Address to move your cursor-danat ��' �— c � .__ 1� l'] 01��•/� use the return Cityrrown state Zip Code key' 2. System Owner. Name Address Of different from location) City/Town slate Zip Code Telephone Number B. Pumping Record 1. Date of Pumping Date 2. Quanti Pumped: �d O �t✓M �er 3. Type of system: ❑ cesspool(s) ❑ Tight Tank ❑ Other(describe): 4. Effluent Tee Filter present? ❑ Yes No If yes,was it cleaned? ❑ Yes 9,No 5. Condition of System: o 6. System Pumped By: m.,ke. w'Isor N?03162 MO Name Vehicle License Number W;'j. v er Company 7. location where contents were disposed; SWC ,o Slgnai re of Hauler pate http:/hvww.mass.govldeptwater/approvals/t5forms.htm#inspect 15form4.doe-06/03 System Pumping Record•Page 1 of 1 107 fomstst. b0 `N FORM 4 'SYSTEM-1 PUl1VING RECORD. . MI0001h NIA 01949 o ..C mmonwealth of Massachusetts _ /if 414 1 /I Massachusetts System. Pumping r System %%mer System Location S00 Date of Pumping: 4 Quantity.Pumped:.?�g _),qgallons Cesspool: No Yes ❑ Septic Tank: No ❑ Ye System Pumped by: License #: Contents transferred to: Date / Inspector i FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from, compliance with any applicable local or state law, regulations or requirements. ****************Applicant /fills out this section***************** APPLICANT: �� , Lad d llcz/Z r r C& v3 Phone LOCATION: Assessor' s Map Number Parcel S division Lot(s) Street 00 CeE4—, o , "o / �° St. Number ************************Official Use Only************************ RECOMMENDATIONS OF TOWN AGENTS: Date Approved Conservation Administrator Date Rejected Comments Date Approved Town Planner Date Rejected Comments i/ - - Date Approved r .F-cro 'Inspector-Health Date Rejected Date Approved Septic Inspector-Health Date Rejected Comments Public Works - sewer/water connections - driveway permit Fire Department Received by Building Inspector Date P. 02 f ��-y,,� •,�, �leglfy,��j,� .,'• F ail.,� 1 r r a�, ti rr 5.ty{'• }RMa It. • ,,lS7Y.f� ••11YY1R[ :R7K.f! � 4 •��,,��yy,, ��rr � � I''�� 'I'XI.I+, CC311 MONWEALTH OF MA.SSACHUSli''1 FS k� ��`� �r`^ � lid 2R'1•: /�.. CITY of SOME,R ILLS License BOARD Or, IIEAL'I II CERTIJ IC�!:►IZ OF +�;IS'I'I.I.XfION � x (Daunt be posted) NAME OF ESTABLXSHXENT :guisine Chez ,,youz LOCATION OF ESTABLIS1i11RENT: 11 Millar St. 02143 �•,,�� f y� 1 , Wq� / d 9�• 7�,� Y,e k 1 %rg 1 1n rN f if�a. r ♦•• •Y 1"t , y 1 f"' ` 1t1eG,a.fo1>aRED UNDER 't1IE PROVISIONS OF SEGTIUi'F 3QJA CHAPTER 94 OF TUE GENERAL LAWS � ref nArE OF MISZRA ION. 07/01./96 EXPIRATION DATE: 06/30/9 ci ut:ration :�11all not be t:ransf.`,c1x dassigned R ,�� f:' .� �,S S].CJ 11�?+.� 411." conveyed. Vo Food L'stall,l;isbmezlt 511111.1 ►T:Oom. � ��•; 1°� pro nx'n for sale,, or sell, any food 11"O(jtlCt: 1.iFl1 Er:3,.1 'f " uf6L1a 1)lr � t.� ,�.� �C fJ�4"6�?y ,i �i�e� i•, ^,i Title ---- ,DirecLC}r_, Health lamrirt11ten gf,/ License Granted' ***$100 .041. fur CATERING BUSINESS UV44 q-- fRl re rpA z t,, (on (?/rudlN 570 3hS? I!roan � ��._!_.�--- 1-ux 1�Il�rnc'.._.__._.....:--•-�----.---•-�—......____------ ar'ta.�1^had...._ ... � /.y- C•'- _.,..__�........:.,.__._—.�_._.._._. 1 f'lC'ilC t. irlllJ7kl11 (11' rCll( C� For yolld- I.Vviot. Rep 1) 11,�;'3f' L__1 willtiAl, h o1/k uk � w ----------- -- ------------ ---------------------- ---------------------------- t All Occasion Tents 19 Marshall Rd. Kingston, NH 03848 800-278-3687 June 6, 1997 Sandra Starr, R.S. Health Sanitarian Town of North Andover Community Cevelopment & Services 146 Main St. '! North Andover, Mass. 01845 i Dear Sandra, Please find enclosed Cuisine Chez Vous catering license issued by the City of Somerville. Find also the FORM U - LOT RELEASE FORM, that must be signed by your department before the Building Inspector can issue a permit to allow the erecting of a tent at the North Ancover Country Club. Albert Brien All Occasion Tents FORM 4-SYSTEM PUMPIN CORD CURRIER SEPTIC & DRAIN SERVICE 107 FOREST STREET; MIDDLETON,MA 01949 (978) 774-2772 COMMONWEALTH OF MASSACHUSETTS ,MASSACHUSETTS SYSTEM PUMPING RECORD o SYSTEM OWNER: SYSTEM LOCATION: N APAV1pu I-1'1- `/77(b . DATE OF PUMPING: QUANTITY PUMPED: GALLONS �eus� CESSPOOL: NO YES F -SEDC TANK: NO F7 YES SYSTEM PUMPED BY: CURRIER SEPTIC & DRAIN SERVICE CONTENTS TRANSFERRED TO: DATE: �� �� INSPECTOR: 107 Forest St. �N F RM 4- SYSTEh1 PUMPLNG RECORD Middleton,MA 01949 �P' (508) 774-2772 Commonwealth of Massachusetts Massachusetts System Pumn; Record " stem wrier System Location N-��V41-L CC-1-4K 0 Sao 6�tc4 1 s- Y77& Date of Pumping: 5 -� Quantity Pumped: ----gallons Cesspool: No [] f`'Se' Yes -fie Tank: No Yes Svstem Pumped by: Cw�cL e� Contents transferred to: License #: .: c� Date Inspector ' 0 THE PROFESSIONAL EXPERTS IN THE SEPTIC AND DRAIN INDUSTRY • y o -S THE COMMONWEALTH OF MASSACHUSETTS TOWN OFNORTHANDOVER BOARD OF HEALTH Date: DECEMBER 30,1996 Permit#: 0039-7 This is to certify that.-NORTH ANDOVER COUNTRY CLUB,500 GREAT POND ROAD,NORTH ANDOVER,MA 01845 IS HEREBY GRANTED A DUMPSTER PERMIT This permit is granted in conformity with the statues and ordinances relating thereto, and expires DECEMBER 31,1997 unless sooner suspended or revoked. / jG�yx ®" %f l Francis P..:MacMillan;M:IS M' er--� J h-S-,R�z b,RlWo mbe41,11'v r North Andover Country Club TOWN OF NORTH ANDOVER 50th A�dove Road ponaMA01 5 BOARD OF HEALTH No TOWN HALL ANNEX 146 MAIN STREET NORTH ANDOVER, MASSACHUSETTS TELEPHONE# (508) 688-9540 APPLICATION FOR DUMPSTER PERMIT PURSUANT TO SECTION 31A AND 31B OF CHAPTER III OF THE GENERAL LAWS, AND RULES AND REGULATIONS OF THE NORTH ANDOVER BOARD OF HEALTH DATE: 11Za 7/9 ' Application is hereby made for a permit to maintain a dumpster (s) on property located at 5-00 (fR E/9 PGrV Ro,g n in accordance with the rules and regulations of the Board of Health. Number of Dumpsters: Check use: ( ) Residential use Commercial use ( ) 30 day temporary ( ) Annual Name of applicant: 2k4A n 12 .c u» C/u Owner of property: 49,001/2-s,2 (76114a4Z C I A LYI C- Telephone#: '7— '7 Z//L( Dumpster Company: C2 R o�„ ,,��,� /65tkA�5 yn 0C'34k, -fYn1es 90 AA, Telephone#: `- _7 5 C z-/ Pick-Up Schedule: 4 h Trash Contractor: ' 6- R U,ni ,Y-1 54R 1 isig_ Yrs pa tZ o kQ- Frequency of Pick-Up: _4� A )p cm � On the bottom half of this form, please sketch an outline of property, showing the proposed location of the d=,pster (s) . Give. distance from dumpster to other buildings and lot lines or boundaries. Use back side if additional space is needed. o K,a l E'YV-r- -1Y)" r- 1Y)" f 'ao Please re urn this application with a fee of $25.00 per establishment ($10.00 for temporary permit) to Town of North Andover, Board of Health Office, Town Hall Annex, 146 Main Street, North Andover, M A 01845. FORM 4_SYS ElY1 FORD TUVI�N OF ANDOVER/ CURRIER BOARD IEALTH SEPTIC & DRAIN SERVICE .- MAR 81999 � 107 FOREST STREET; MIDDLETON,MA 01949 (978)774-2772 - J COMMONWEALTH OF MASSACHUSETTS rN AN 'L`� -,MASSACHUSETTS SYSTEM PUMPING RECORD n SYSTEM OWNER: SYSTEM LOCATION: Cicb (, / 776 DATE OF PUMPING: 2��� � QUANTITY PUMPED: GALLONS CESSPOOL: NO 0 YES F7 W214-e TANK: NO 0 YES SYSTEM PUMPED BY: CURRIER SEPTIC & DRAIN SERVICE CONTENTS TRANSFERRED TO: DATE: 2 "�5�7� INSPECTOR: I FORM 4-SYSTEM PUMPING RECORD r7K + CUMMER SEPTIC & DRAIN SERVICE 107 FOREST STREET;MIDDLETON,MA 01949 (978)174-2772 COMMONWEALTH OF MASSACHUSETTS Nn 14Y7GO Ve ,MASSACHUSETTS' SYSTEM PUMPING RECORD SYSTEM OWNER: 2 (` SYSTEM LOCATION: u r ( f CoLkYl {`rc 1 (Jb S ►`r.�P DATE OF PUMPING: -3- 3__ ©0 QUANTITY PUMPED: 1 000 GALLONS CESSPOOL: NO 0 YES F-] SEPTIC TANK: NO YES ----- SYSTEM PUMPED BY: CURRIER SEPTIC & DRAIN SERVICE CONTENTS TRANSFERRED TO: L=S' L ' �. J � DATE: oG INSPECTOR: �c/�"cr`' APR ; Town of Noah Andover woR=a Office of the Health Department o�og,� Community Development and Services Division William J.Scott,Division Director 4 27 Charles Street scwu Sandra Starr North Andover,Massachusetts 01845 Telephone(978)688-9540 Health Director Fax(978)688-9542 June 1, 2001 North Andover Country Club Nancy Lowry,Pool Committee Chairperson 500 Great Pond Road North Andover,MA 01845 Dear Ms. Lowry, This correspondence is in regards to the swimming pools at the North Andover Country Club. As you may be aware,the Health Department issued the permit to operate on Thursday,June 1, 2001. There was no imminent hazard found that would have caused this office to hold the permit, however, an important item in the pool system was found in non-compliance to the state code. The Minimum Standards for Swimming Pools, State Sanitary Code, Chapter V, 105 CMR 435.06(4)requires that"suitable automatic equipment shall be provided and so installed as to permit adequate disinfection of all the pool water". The Country Club pools are not presently equipped with a chemical feed device. I have attached a section of the code for your convenience. In addition,I suggest that the entire pool system be evaluated by your Certified Pool Operator to identify any additional upgrades that may be necessary. As your CPO is personally responsible and liable for the safety of the swimmers, it is important that any concerns identified by them be addressed. At minimum,the above noted violation must be addressed prior to the opening of the pools in the year 2002. This correspondence should be considered an Official Order letter. If you disagree or wish to challenge or modify this Order you must submit your request in writing within ten(10)days of receipt of this correspondence. Feel free to contact this office if you have any questions regarding this letter. However, as I am leaving my position within the next week, please ask to speak with Sandra Starr,Health Director. Thank you for your cooperation in this matter. �dsan FordfA- -S. - Health Inspector Cc: Sandra Starr,Health Director File BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 NURSE 688-9543 PLANNING 688-9535 NORT#q Town of z 6Andover No. LAK o '� dower, Mass.�� '�a' O - �. COCMICMEWICK V �d ADRATE D 7S BOARD OF HEALTH Food/Kitchen I T D Septic System PEIIR T v u� � /�� BUILDING INSPECTOR THIS CERTIFIES THAT... ..�..p.........�.............. ........ ..... (.... ............................ ............................................... Foundation has permission to er tP- r. ........................................ buildings on . .... ��'�/� .... i....4.......� .• Rough to be occupied as. .. .t .�rtft. ..... r./.'1......�h..... ?. 1.. ... .......�� AQ.A .I� ...:...... Chimney Ch' e provided that the person accepting this permit shall in every respect conform to a terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final 4110 PERMIT EXPIRES THS ELECTRICAL INSPECTOR UNLESS _CONS TION TS Rough .... ... ............. ............................... ......... .. ... Service BUILDIN INS ECi Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner . Street No. SEE REVERSE SIDE Smoke Det. Commonwealth of assac usetts City/Town of r__ ; System Pumping ReZ Form 4 OCT - 7 2008 DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before:-using this form„check with your local Board of Health to determine the form they use. The System Pumping Record must'be submitted to the local Board of Health or other approving authority within 14 days from the pumping date in accordance with 310 CMR 15.351. A. Facility Information Important: When filling out 1. System Location: forms on the computer,use 5w G(� « 1�0r"� only the tab key Address \ to move your _.,�j, cursor-do not Cityrrown State —! Zip Code use the return key. 2. System Owner: Name Address(if different from location) City/Town St(e -G Zip Code lCJ 0 +! Tele one NTmber B. Pumping Record 1. Date of Pumping 1 2. Quantity Pumped: ) 5®0 Date Gallons 3. Type of system: ❑ Cesspool(s) ❑ Septic Tank ❑ Tight Tank Grease Trap ❑ Other(describe): 4. Effluent Tee Filter present? ❑ Yes I& No If yes, was it cleaned? ❑ Yes No 5. Condition of System: 6. System Pumped By: m► cam;Isn,� k,c[5Q8 8 Name ,, j Vehicle License Number WjfN�i ` k'14eA/ CtwjroI\ Ie�P1�G 6 Company 7. Location wherEEa4 s W6eiAJnC+- 195o Broadway Raynham, MA 02767 Signature of Hauler Date Signature of Receiving Facility Date t5form4.doc•03/06' System Pumping Record•Page 1 of 1 1 ,C-\ Commonwealth of Massachusetts City/Town of NOMN System Pumping Record r`< Form 4 w DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form,check with your local Board of Health to determine the form they use. The System Pumping Record must be submitted to the local Board of Health or other approving authority within 14 days frREC ' E accordance with 310 CMR 15.351. A. Facility Information LOL 2009 Important: When filling out 1. System Location: H ANDOVER forms on the 1 ARTMENT computer,use Soo G -cQ only the tab key Ad re . A� to move yourbA A bk& cursor-do not City/Town �r State Zip Code use the return key. 2. System Owner: %v�y\ And c>vv✓� C`u o Name Address(if different from location) City/Town State Zip Code _973- 6S7- 74I� Telephone Number B. Pumping Record 1. Date of Pumping a3-d 2 Quantity Pumped: Date Gallons 3. Type of system: ❑ Cesspool(s) ❑ Septic Tank ❑ Tight Tank R"Grease Trap ❑ Other(describe): 4. Effluent Tee Filter present? ❑ Yes ❑ No If yes, was it cleaned? ❑ Yes ❑ No 5. Condition of System: Good 6. System Pumped By: Jim NameM iceumber V Company toa •p2-16q 9b, MP 7. Location where contents were disposed: NO Vold Signature of Hauler Date Signature of Receiving Facility Date t5form4.doc•03/06 System Pumping Record•Page 1 of 1 �L\' Commonwealth of Massachusetts RECEIVED . City/Town ofi 1 ' ` System Pumping Record NORTH ANDOVE TOWN OF NORTH ANDOVER Form 4 HEALTH DEPARTMENT DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use.The System Pumping Record must be submitted to the local Board of Health or other approving authority within 14 days from the pumping date in accordance with 310 CMR 15.351. A. Facility Information Important: When filling out 1. System Location: forms on the jQ computer.use ------ only the tab key Address to move your ,rte — ''t i� — — __________ cursor-do not City/Town State Zip Code use the return key. 2. System Owner: Name _ -- --- - �^ Address(if different from location) City/Town — -- — — State( '] Zip Code Telephone Number B. Pumping Record „.� 2. Quantit Pumped: J f7C7 ---_----- 1. Date of Pumping Dat _. y p Gallons 2ccS 3. Type of system: ❑ Cesspool(s) Septie-Tank ❑ Tight Tank ❑ Grease Trap ❑ Other(describe): ---- — -- 4. Effluent Tee Filter present? ❑ Yes `i No If yes, was it cleaned? ❑ Yes No 5. Condition of System: 6. System Pumped By: iName�� Vehicle License Number Company 7. Location where contents were disposed: Signature of Hauler roadway — Date — ----— —Signature of Receroing-Fla'Cltts 7 Date 76 t5form4.doc•03/06 V i System Pumping Record•Page 1 of 1 _!KX' Commonwealth of Massachusetts City/Town of a System Pumping Record NORTH ANDOVER Form 4 ' h DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use.The System Pumping Record must be submitted to the local Board of Health or other approving authority within-14 days from the pumping date in accordance with 310 CMR 15.351. RECEIVED A. Facility information JUL Important: When filling out 1. System Location: TOWN OF NORTH ANDOVER forms on therl� HEALTH DEPARTMENT computer,use �C� - f f1�-f-- .--�___-- ._.__ __- — only the tab key Address to move your (A!� cursor-do not — -- State Zip Code use the return City/Town key. 2. System Owner: Name —..----...—..-- — --— - n.� Address(if different from location) — "--- —"— State C Zip Code Telephone Number B. Pumping Record ►'3/v /Svo ---- 1. Date of Pumpingpate 2. Quantity Pumped: Gallons 3. Type of system: ❑ Cesspool(s) ❑ Septic Tank ❑ Tight Tank ❑ Grease+rep- ❑ Other(describe): -- ------ - - --- -- 4. Effluent Tee Filter present? ❑ Yes No If yes, was it cleaned? ❑ Yes No 5. Condition of System: I- 6. System Pumped By: Name Vehicle-- -- Vehicle License Number f p'�iVe-f- I:--_nV:ronrh2/��C►�— Company 7. Location where contents were disposed: Signature of Hauler_ Ra nham MA M767 Signature of Receiving Facility Date t5form4.doc•03/06 System Pumping Record•Page 1 of 1 � Commonwealth of Massachusetts RE:DEPA E City/Town of APR 11 System Pumping Record NORTH ANDOVE TOWNOFNDOVER .y Form 4 HEALTH TMENT DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form,check with your local Board of Health to determine the form they use. The System Pumping Record must be submitted to the local Board of Health or other approving authority within 14 days from the pumping date in accordance with 310 CMR 15.351. A. Facility Information Important: When filling out 1. System Location: forms on the 500 �f � computer,use - - --- — -- ----— —. .__. -- - Zi � O .J only the tab key Address —_ to move your y.. cursor-do not State P d use the return City/Town key. 2. System Owner: Name Address(if different from location) ----- --------- -- ------ -- --- -- City/Town ------ — ------- state Zip--/t— - Zip Code ---� Telephone Number B. Pumping Record 1. Date of Pumping Q, On—�I 2. Quantity Pumped: Gall Date 3. Type of system: ❑ Cesspool(s) •Sapto-Tank ❑ Tight Tank ❑ Grease Trap ❑ Other(describe): — 4. Effluent Tee Filter present? ❑ Yes R No if yes, was it cleaned? ❑ Yes 10 No 5. Condition of System: 6. System Pumped By: Name Vehicle License Number 1� Lnd ren M�i/yc --- C Company so\�Vice 7. Location where contents were disposed: saftYNO 11100\017r0� AQ Signature of Hauler Date Signature of Receiving Facility Date t5form4.doc•03/06 System Pumping Record•Page 1 of 1 �L\ Commonwealth of Massachusetts Emma CityfTown of System pumping Record NORTH ANDOVER Form 4 ' DEP has provided this form for use by local Boards of Wealth. other forms may be Used,but the information must be substantially the same as that provided here. Before using this forth,check with your local Board of Health t4 determine the form they use.The System pumping Record must be submitted to the local Board of Health or other approving authority within 14 days from the m in accordance with 310 OMR 15.351, 9 A. Facility information Important: 1 System Location: TOWN OF NORTH ANDOVER When filling 001. y 11 �.f / HEALTH DEPARTMENT fours on the /)n b sr 4.4-J 0✓6f oornputer,use only tha tab key Ad ss to Rtove your ,,..�•'!f. �-� •-- ., .—. ,. . cursor.do not - �/ state Zi Code use the return `4-y-f &w key. 2. System Owner: Narna �. Address(if different from tvcation} Skate ..—. ,.. •• ZirrCade Ciiylrown Telephone Number B. Pumping Record r j.r ( 2. Quantity Pumped;1. nate of Pumping - GailOns 3. Type of system: ❑ Cesspool(s) ❑ Septic Tank Q Tight Tank ❑ Grease Trap ❑ other(describe): 4. Effluent Tee Filter present? Q Yes ❑ Na If yes, was it cleaned? ❑ Yes ❑ No 5. Condition of System: 6, System jPLgpeqd t3y: A�4� ' •- --••- -.. - - name vetticie License s�fumber M. -.�._... __ .._._..� .........._ Company 7. Location where contents were disposed: stcjfrafwe of Hauler nate —.� ............. ----.�..._� _ Tice, 5Egiwiurs of Receiving Faaihy Oat tsiarrr►4.doc•03)06 System Pumping Record•Page I of t REcsIVED e3Fnht U SL\ Commonwealth of Massachusefts TowNOFNORTH Ar�oOvER City/Town of HMTNDEPARTMENT System Pumping Record NORTH ANDOVER \WW Form 4 DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form,check ori?h your local Board of Health to determine the form they use.The System Pumping Record must be submitted to the local Board of Health or other approving authority within 14 days from the pumping date in accordance with 310 CMR 15.351. A. Facility Information Important: when rifling out 1, System Location: t n o formas the omuse A00Gr[�k._.... n.. . !^ ..:_ ----..._.. .._ _.. .. ... . .. only the tab keydr ss {{ to move your ._. ! cutSor-do not �•-- .... ............ _ use the return Cityrrown state Zip Coale key, 2. System Owner: Address(ii different from location) •• _ •�•�—LL•— --•• .State -,,._ ,.,.... .�.. ZI eoae �j Telephone[Number B. Pumping Record 1. tate of Pump inga 2. QuantityPumped: 3. Type of system: ❑ Gesspool(s) ❑ Septic Tank ❑ Tight Tank Grease Trap Q Other(describe): ,., _. -- - _—.,,.._ . ... .........,._,._.,. 4, Effluent Tee Filter present? ❑ Yes U&No If yes, was it cleaned? ❑ Yes No S. Condition of System; 6. System, Pumped By,. Name � '-y -�� tl.----..—..._ VehtdeLEeense INumoer-•-••----•-' .�._.._ Company 7. Location where contents were disposed: qbWaft swiC 68 S Kimball Street —.. .--.--•----••---____...__. ,..v. .. Bradbrd,MA 01835 Signature Of Hauler ^' Date '- _, . ._— .— —•• -- Signature of Receiving Facility Date 15form4.doe-03/06 Systern Pumping Record-Page 9 of 7 Commonwealth of Massachusetts Abb T City/Town of NORTH ANDOVER, MASSACHUSETTS„ Jaiv 3 0 2017 System Pumping Record Form 4 TOWN Uh NOR I H ANDOVER HEALTH DEPARTMENT DEP has provided this form for use by local Boards of Health. The System Pumping Record must be submitted to the local Board of Health or other approving authority. A. Facility Information Important: When filling out 1. System Location: farms the computer,use 500 Great Pond Road only the tab Key Addre55 to move your North Andover MA 01845 cursor-do not Cii !Town use the return y State Zip Code key. 2 System Owner: 1- North Andover Country Club I A7 Name - URAddress(if different from location) Citylrown state Zip Code (978)667-7414 Ext.3 or(978)804-3881 Telephone Number B. Pumping Record 1. Date of Pumping 1/23/2017 Z Quantity Pumped: 1500 Data Gallons 3. Type of system: ❑ Cesspool($) ❑ Septic Tank ❑ Tight Tank ❑■ Other(describe): Grease Tank 4. Effluent Tee Filter present? ❑ Yes No If yes,was it cleaned? ❑ Yes ❑ No 5. Condition of System: OK 6. System Pumped By: Jason C Name vehicle Licanse Number Wind River Environmental Company 7. Location ere c nt s were di$pose Signature of Hauler Date z 1UJJ-1-7-- http://www,mass.gov/dep/water/approvalslt5form s.htm#inspect t5form4.doc-05/03 System Pumping Record•Page 1 of 1 l - .