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3821 FALMOUTH ROAD/RTE 28 - SEPTIC
3821 FALMOUTH RD., & PUTNAM AVE WINDMILL SQUARE, Marstons Mills A=57-4 ;1 i I 4 s 1 i Wheelden, Linda From: McKean,Thomas Sent: Tuesday, February 10, 2015 4:02 PM To: Wheelden, Linda Subject: Re:Windmill Square, Marstons Mills, MA -Wastewater Flows Please print this out for the BOH meeting Sent from my BlackBerry 10 smartphone on the Verizon Wireless 4G LTE network. ; From:Tresa Busby Sent: Tuesday, February 10, 2015 3:02 PM ; To: McKean,Thomas Cc: 'John Kenney' Subject: Windmill Square, Marstons Mills, MA- Wastewater Flows Dear Mr.McKean, According to the new regulations,we need 415 gallons. The existing site is good for 330 gallons, since it's on its own lot, which means we're 85 gallons short. The way we propose to do this is as follows: 1. 15 seats 300 gpd 2. Second floor staff meeting 15 gpd 3. 5 pot ure seats @ 100 gpd. for a tot of 415 gpd._ We've decreased the 2645 gallons by 376 gallons, leaving 2,269 gallons. • The existing Dunkin Donuts has 459 gallons of permitted flow. We plan to take 85 gallons from thgallons which leaves 374 gallons for the old Dunkin Donuts presently allowed. 335 Mlol 6 • We will not take anything from Mid-Cape Animal Hospital because it has be oo complic Kindly, Tresa Busby �3 Administrative Assistant from the office of 1 / V Stuart A. Bornstein, President Holly Management&Supply Corp. 13 297 North Street 4 Hyannis,MA 02601 Tel.508-775-9316 2 Fax:508-775-6526 L—Ok 1 , MID-CAPE ANIMAL HOSPITAL 3821 Route 28 • Windmill Square Plaza • Marstons Mills, MA 02648 Tel: (508) 428-2989 Fax: (508)428-5798 To: Dr. Miller, Board of Health From: Dr.Jodi Preti DVM Dr. Miller, I am writing to clarify the use of the kennels in the Mid Cape Veterinary Hospital. I have 6 kennels in the x-ray room. Four of those kennels are used for storage of supplies.Only 2 are used for patients. I have another 3 kennels in the treatment area that are used for surgery patients.All patients go home by the end of the day. We do not do overnight care.There are some kennels in the basement from the previous owner, which I have no intention of using for patients. If you have any questions please call me at 508-428-2989. Sincerely, Jodi Preti DVM Tresa Busby From: Tresa Busby < Sent: Tuesday, February 10, 2015 3:02 PM (� To: McKean Thomasa�/ Cc: ey' Subject: Windmill Square, Mar tons Mills, MA -Wastewater Flows Attachments: rTI_O`ws.xlsx Dear Mr. McKean, According to the new regulations, we need 415 gallons. The existing site is good for 330 gallons, Since it's on its own lot, which means we're 85 gallons short. The way we propose to do this is as follows: i. 15 seats @ 300 gpd 2. Second floor staff meeting @ 15 gpd 3. 5 potential future seats @ 100 gpd for a total of 415 gpd. We've decreased the z2645 gallons by 37(o gallons, leaving z,z(oq gallons. • The existing Punkin Donuts has 4517 gallons of permitted flow. We plan to take ss gallons from the 4517 gallons which leaves 374 gallons for the old Punkin Donuts presently allowed. • We will not take anything from Mid-Cape Animal Hospital because it has become too complicated Kindly, Tresa Busby Administrative Assistant 1 f from the office of Stuart A. Bornstein, President Holly Management&Supply Corp. 297 North Street Hyannis, MA 02601 Tel.508-775-9316 Fax:508-775-6526 Z i JCE#5126-Windmill Square,3821 Falmouth Road, Marstons Mills, MA Summary of Wastewater Flows (LANDCOURT LOTS 1 &2) As-Built Conditions(as of 7-19-05) Existing Proposed Description Flow(gpd) Flow Animal Hospital 500 500 Aztec Repro 136 136no�� Tanning 160 160 Dunkin Donuts 459 = 374 3q > 3 Quick Stop 174 174 Pak Mail 236 236 Windmill 219 219 Bank 291 0 Office 174 174 Office 161 161 Office 135 135 Total = 2645 2269 < 39) VVOL . 2 Town of Barnstable BAR�M LE 059. ,� Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi January 29, 2015 1�Jo n Kenney, Esq. 1�--1\, 1 ad Suite 12 CenteP4",A 0�2 RE: 3829 Falmouth Road, Lots1 and 2.. A r54-4-:' Dear Attorney Kenney, You are granted permission to onstruct an onsite sewage disposal system at Lot 1, 3821 Falmouth Road (Route 28) Marstons Mills, Massachusetts, on behalf of your client Windmill Square—L L.C. (hereinafter the "Owner"), with the following conditions: (1) No more han,,5 allons of wastewater discharge per day are authorized to be disc r at Lot 1, 3821 Falmouth Road. (2) The Owner shall execute and record at the Barnstable County Registry of Deeds, a deed restriction, approved by the Town Attorney, restricting property at Lot 1 to a maximum daily wastewater discharge oga`Ifons per day. A copy of the recor d deed restriction shall be submitted to the Health Agent prior to o g disposal works construction permit. (3) No more than ,_ ns of wastewater discharge per day are authorized to be discharged at Lot 2, 3821 Falmouth Road. (4) The Owner shall execute and record at the Barnstable County Registry of Deeds, a deed restriction, approved by the Town Attorney, restricting the aa�� property at Lot 2 to a maximum daily wastewater discharge o -2- Oflt- gallons per day. A copy of the recorded deed restriction shall be submitted a5� to the Health Agent prior to obtaining a disposal works construction permit. 3 �l (5) The septic system shall be installed in substantial conformance with �5 revised engineered plans dated October 2, 2014. S (6) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health Q:\WPFILES\KenneyW indmillSquareLLC2015.doc that the system was installed in substantial compliance with the revised plans dated October 2, 2014. (7) In the event that any one of the septic systems connected to buildings #1, 7, 9, 10 or 11 fails in the future (due to hydraulic failure), then one shared septic system shall be designed and installed within 60 days of the reported failure date. 0� This permission is granted, without the necessity of granting variance relief, based upon the agreement that restrictions will be recorded limiting the maximum wastewater discharge quantities on each lot. There will be no increase in flow overall compared to the existing allowable daily wastewater discharges for these two lots combined. Since ly your , W n iller, M.D. Chair an I Q:\WPFILES\KenneyWindmillSquareLLC2015.doc I .SENDER: comPLETETHIS SECTION 60IO�LiT'E'THIS SECTION ON DELIVERY ■ Complete items 1 2,and 3.Also complete A. Sign ,irrer item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse X E3 Addressee so that we can return the card to you. B. Re8W, d by(Printed Name) C. ate of Delive ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: [3 No .� 11 i �q7 /� 3. Service Type yo,dt Ar 1( M 01 o c Certified Mail ❑Express Mail ❑Registered Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. 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C Retum Receipt Fee, i �,�a Z (Endorsement Requl[ed) 1 Were O Restricted Delivery Fee P O IV r-1 (Endorsement Required) G Q 'SAS, �0 Total Postage&Fees $ p - �. pa Sent To � p Prp D4 r) t�f !`- S`ireet Apt nfo N - - '�` -,-I---- - -------- -- - -= or PO Box No. a -7 City State,ZIP+4 17 ............ a �o��trJi M d ✓. Certified Mail Provides: (as�aney)ZppZ aunp'ppg£wjo�� o A mailing receipt fa A unique Identifier for your mailpiece is A record of delivery kept by the Postal Service for two years important Reminders: o Certified Mail may ONLY be combined with First-Class Mail®or Priority Mail®. ® Certified Mail is not available for any class of international mail. a NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. • For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811�to the article and add applicable postage to cover the fee.Endorse mailpiece Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. a For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". • If a postmark on the Certified Mail receipt Is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry.` Internet access to delivery information is not available on mail addressed to APOs and FPOs. °F'THE roy� Town of Barnstable Regulatory Services * iARNSTABLE, ■ MASS.�$ Public Health Division Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 50&862-4644 Fax: 508-790-6304 December 9,2014 Windmill Square LP Attn: Stuart Bornstein 297 North Street Hyannis, MA 02601 EMERGENCY CONDEMNATION AND ORDER TO VACATE Finding of Unfitness for Human Habitation and Determination of Immediate Danger In accordance with M.G.L. c.111, sec. 127A and 127B, 105 CMR 400.000: State Sanitary Code, Chapter I: General Administrative Procedures and 105 CMR 410.000: State Sanitary Code, Chapter II: Minimum Standards of Fitness for Human Habitation, David Stanton RS, Health Inspector for the Town of Barnstable, on December 5, 2014, conducted an investigation as part of a multi- agency response to the illegal massage parlor located at 3821 Falmouth Road, Unit 7, Marston Mills, Massachusetts. The property owner's name at this location is Stuart Bornstein. Based on the results of that investigation, the Barnstable Health Department finds that the illegal massage parlor is unfit for human habitation. Pursuant to M.G.L. c. 127B and 105 CMR 410.831 (D), the Health Department further finds that the conditions within the illegal massage parlor are such that the danger to the life or health of the residents of the subject illegal massage parlor is so immediate that no delay may be permitted in making this finding. Conditions found within the illegal massage parlor, which give rise to-the emergency finding of unfitness for human habitation and determination of immediate danger;,include: 105 CMR 410.750(N): Conditions Deemed to Endanger or Impair Health or Safety: Failure to provide Smoke detectors and Carbon Monoxide alarms as required. Based upon these findings any and all residents are hereby ordered to vacate and the landlord/owner is ordered to ensure that no persons live and\or sleep in the subject illegal massage parlor. If any person is found to be living and\or sleeping at said 1' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 457 Parcel - oa Application # Health Division Date Issued Conservation Division Application Fee i Planning Dept. Permit Fee j Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address 3 9 Ea I Moo lLt1 a©"-ct< ��'- Village 144o S fo-% S' Witt r Owner- 6%d t4l et Cq✓c ' L L L Address 111eµ Telephone CGQ = 1.7 5 ^ 9316 , i Permit Request Rc My Y 4LmA�. d $J . . X ACSVJMC--t CJ w, t 0,`a �(7wr J^i f.y ,�� card. h7cj( �,! i Square feet: 1 st floor: existing. proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation f/ 9 S U Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ®Full d Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and.Fuel:...,❑ Gas. . ❑Oil ❑ Electric ❑Other Central Air: ❑;Yes ❑.No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: O existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ - Commercial O Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �J 4 w+ 30.E w S,ke.4 Telephone Number Address License # CS-- o/ Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO OX SIGNATURE DATE e - location and refuses to leave the location or portion thereof, which was ordered uninhabitable she may be forcibly removed by the local Board of Health (Massachusetts General Laws C. 127B), or by local police authorities at request of the Board of Health. Furthermore, anyone who fails to comply with any order of the board of health may be subject to fines ranging from $10-$500. Each day's failure to comply with an order shall constitute a.separate violation. This unit cannot be occupied for human habitation without the written approval of the Board of Health. Note: This is an important legal document. It may affect your rights. e PER ORDER OF HE BOARD OF HEALTH cKean, CHOIRS Director of Public Health r Town of Barnstable Cc: Barnstable Police Richard Scali j JCE#512 -Windmill Square, 3821 Falmouth Road, Marstons Mills, MA Date: 12-4-14 Summary of Wastewater Flows (LANDCOURT LOTS 1 & 2) Existing Proposed Building Description Flow(qpd) Description Flow(qpd) 1 Animal Hospital 500 Animal Hospital 300 2 Aztec Repo. 136 Aztec Repo. 136 3 Tanning, Office, etc. 160 Tanning, Office, etc. 160 4 Dunkin Donuts 459 Dunkin Donuts 385 5 Quick Stop 174 Quick Stop 174 6 Pak Mail 236 Pak Mail 236 7 Windmill 219 Windmill 219 8 Bank . 291 Dunkin Donuts 565 9 Office 174 Office 174 10 Office 161 Office 161 11 Office 135 Office 135 Total = 2,645 gpd Total = 2,645 gpd Total Wastewater Flow for LANDCOURT LOT 1 = 565 gpd Total Wastewater Flow for LANDCOURT LOT 2 = 2,080 gpd Total Wastewater Flow for LANDCOURT LOTS 1 & 2 = 2,645 gpd Ls ROUTE,LL.N RPS,28 pw sE NOTED,ALL s..TER LININ IENTS AND CONSTRI-I ISTNODS I-E111-STATEEN RONRENTALLLDE"I N BIALL EE�x.DD°RD,x�„n,N APPL LAELE L«AL ROLES. 2 r _ ...... z. 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PROPosEo coNrouRAOEs r E vwAre OOREr ER ® LOGU 'sI111,E ' RGRA BT _ _ PI BEE, —TING� E EG Rw u RrtSB TI F P �° E.ETMG DA9l NE I �$ UATET By nPPD "AS-BUILT"SEPTIC SYSTEM ` l TDRAL cuss ASTMG—LME 1 ✓ ti ,��' ! sAPHASE I SHEET 1 OF 2 J oo PROFLSEDI ol�q LSE TANK w. TEST ITT LLDA qN / 1� c.J J ' "AS-BUILT' ol PROPOSED wzD z000cAL FuuP-ER HOL PaRE °O EGSTNG SEP-TANK ✓ ",,� JLf .__...._. LV MANAGEMENT .. BLLgP GPPE 8 S"q PLAN ........__ ....._... .. /� ---- FRFR.reo PV PRE IRELAERAL IIPE 1 FIT ILD rql •�"'c� a ti�l WINDMILL SQUARE ` 3821 FALMOUTH ROAD ELL we PRESSURE PPE TL CRADE ou nwxl AND coven j ..j!\ ,..'�\A \.p i ,r s I- MARSTONS MILLS MASS. ------ SOLO PVC PRESSURE RAIRFOID RT IRON E 1'..\� ,;.)C �,r - : vs t - - _ DATE JULv,e.3 EXISTING BEPrTC Gsi IRO PERFORATED PVc LENT PPE AID DOVE oC+uoe .,r', 3?`� Nc wPoGBrA",wr. -- ❑O TINGCATLIIASM ti-vll '(s a°' " ' - -.- s«IowcNEMTPFE -_ I.o-- ' . wEu nrw DaavncE LEwcn Prt hourwv -_ PREPANEDBI ....-._.. - moPoseDELEcmwuNE .ice ' AT 1 aL r JC ENGINEERING INC � IEAUD covER r,-- o C. ,om re f 2854 CRANBERRY HIGHWAY slDwe ro cRAOE LN '"' L SITE PLAN ® ERSTMG DIx TETMwN FRARE ND LOCUS PLAN EAST WAREHAM,MA 02538 a LD ER TL GR GRADe G�b RN 508.273.0377 8. I EXCERPT FROM THE BOARD OF HEALTH MEETING MINUTES ON 12/09/14: I. Variance Request - New: Nitrogen Aggregate Plan — Maximum Groundwater Discharge John Kenney, Esq., representing Stuart Bornstein, Windmill Square LP, owner - 3821 Falmouth Road, Lot 1, Marstons Mills, proposed change of use and increase in wastewater discharge flow from office to fast food with drive through service, request includes exchanging excess wastewater discharge flow from adjacent lot (Lot 2). Mike Pimentel, JC Engineering, summarized that Phase One was for buildings 2-6 and was designed at 1165 gallons, slightly over capacity — capacity needed was 1091. The result is 74 gallons above capacity. The original Phase Two was to be implemented if and when the Animal Hospital septic system failed and at that point, then a new system would be installed which ties the following buildings together: Building 1, 7, 9 10 and 11. Dr. Miller asked how the Board can be sure the Animal Hospital won't need additional flow. Mr. Bornstein said that the Animal Hospital does not have any kennels and has excess capacity in their system. Mr. McKean stated none of the units are to be used for residential. The current parcel (Lots 1 and 2 — soon to be divided) has a total capacity of 2,645. For Lot# 1 (the former bank, which they will move the Dunkin Donuts to) will borrow 74 gallons from Lot# 2 and thus, Lot# 1 will have a flow of 565. 2,645 TOTAL (Lots 1+2) - 565 Lot 1 (including borrowed flow from Lot#2) 2,080 Upon a motion duly made by Dr. Miller, seconded by Mr. Sawayanagi, the Board voted to grant the variance to allow the flow to be 565 flow to Lot#1 with the following conditions: 1) Lot# 2 is limited in use of total septic flow to no greater than 2,080 gallons per day and 2) that if there is a septic failure for buildings # 1, 7, 9, 10 or 11 then a septic system will be installed connecting all of the mentioned buildings together (Buildings #1, 7, 9, 10 and 11), and 3) deed restrictions for both lots will be recorded at the Barnstable County Registry of Deeds and official copies provided to the Health Division once the Legal Department approves of the wording on the deed restrictions. (Unanimously, voted in favor.) QAMINUTES\EXCERPT OF MINUTES\Excerpt BOH Dec 2014 3821 Falm Rd Windmill Sq MM.doc EXCERPT FROM THE BOARD OF HEALTH MEETING MINUTES ON 2/10/15: I. Variance Previously Granted. Nitrogen Aggregate Plan — Maximum Groundwater Discharge. John Kenney, Esq., representing Stuart Bornstein, Windmill Square LP, owner— 3821 Falmouth Road, Lot 1, Marstons Mills, variance originally granted December 9, 2014. Fourteen kennels observed at animal hospital. The variance granted December 9, 2014, was recalled. Mr. Bornstein agreed to keep the total of bath lots at the originally granted usage of 2,645 even though Title V allows Lot#1 to have additional flow once it is separated. Mid-Cape Animal Hospital sent in correspondence to the Board stating that the kennels on location are not used for overnight stays for animals. They are used for surgical daytime recoveries and for storage. (see Exhibit#4 attached). Upon a motion duly made by Dr. Miller, seconded by Dr. Canniff, the Board voted to grant the new variance: Lot#1 will be 415 gallons/day and Lot#2 will be 2,230 gallons/day - keeping the total usage of Lots 1 and 2 at the amount of 2,645 9 Y P 9 9 gallons approved years earlier. (Unanimously, voted in favor.) r P ' P Q:\MINUTES\EXCERPT OF MMUTES\Excerpt BOH FEB 2015 3821 Falm Rd Windmill Sq MM.doc From: Mike Pimentel Subject: 3821 Falmouth Road Date: September 21,2014 at 11:31 AM To: Stuart Bornstein Cc: John Churchill Sal Couto Hey Stu: As requested, I came up with a conceptual septic design layout based on your conversation with Tom Mckeon. Let me know if this is your understanding from your conversation with him. 1.) Proposed design flow for Dunkin will be based on 150 gpd for the drive-thru and 20 gpd per seat. No minimum of 1,000 gpd will be enforced. 2.) The existing design flow for the old bank will be based on office space area, which in our case would be the basement, first and second floor comprising approximately 6,000 s.f. total. This office space area of 6,000 s.f. would then yield a flow rate of 450 gpd based on Title 5 (i.e. 75 gpd per.1,000 sf). If Tom allows the use of this flow rate for the new Dunkin, that would mean if you back out the 150 gpd for the drive-thru, you're left with 300 gpd for the seats. This 300 gpd will allow 15 seats in the Dunkin (i.e. 300/20 = 15)., As requested, I looked into providing more septic capacity than the required 450 gpd (but keeping the same 15 seats) and came up with a design capacity of 540 gpd. See attached plan for the primary SAS and reserve area locations. This design assumes we are able to relocate the existing leaching catch basin to attain the required minimum Title 5 setbacks.. Now, if Tom allows you to use the design capacity of the existing leaching pit on the property that was used for the old bank, you,could have between 345 gpd and 475 gpd of capacity for Dunkin instead of 450 gpd (depending on the actual size of the existing leaching pit). That'll be up to him. See attached septic design layout based on the 540 gpd provided capacity for the new Dunkin with 15 seats. Keep in mind, that this plan is subject to change depending on the latest survey of the property and also based on where we can move the leaching catch basin away from the septic area. This preliminary.design comprises a 1,000 grease trap, a 1,500/500 2 compartment septic tank and a 540 gpd SAS. Reserve area is shown as well. Call me to discuss. Thanks. r ' Page 1 of 1 i i ment asousa.com; 'John Kenney'; 'Sal Couto' Subject: FW: 3821 Falmouth Road Dear Thomas, Regarding the flows,they should be the same. What we did is transfer some of the flows to another building. The existing Dunkin Donuts flow has been reduced because there won't be a need and the animal hospital that ten years ago had 400 gallons worth of kennels (or 8 kennels @ 50 gallons each), no longer has a need for any kennels on the premises, so we reduced the existing flow from 500 to 300 GDP. The attached chart should indicate this fairly clearly. If you have any questions, please don't hesitate to call. Hopefully this should resolve any issues for an approval on December 8th Kindly, Tresa Busby Administrative Assistant from the office of Stuart A. Bornstein, President Holly Management&Supply Corp. 297 North Street Hyannis, MA 02601 Tel. 508-775-9316 Fax: 508-775-6526 From: Mike Pimentel [mailto: Sent:Thursday, December 04, 2014 8:51 AM To: 'Tresa Busby' Cc: 'Sal Couto'; 'John Churchill Jr' Subject: 3821 Falmouth Road Stu: As requested yesterday, see attached a Summary of Wastewater Flows (with 2005 As-Built Plan) showing the existing and proposed flows. Let me know if you need anything else. Michael Pimentel, EIT, CSE Project Manager JC Engineering, Inc. 2854 Cranberry Highway East Wareham, MA 02538 PH: 508-273-0377 Fax: 508-273-0367 771 Pg:� McKean, Thomas C���''� t�( eJQu"-e. From: Barbara Prendergast[ Sent: Monday, December 01, 2014 10:04 AM To: Weil, Ruth; Health; McKean, Thomas Cc: Subject: Deed Restriction Tom/Ruth: See attached Deed Restriction for your review and approval prior to the Board of Health meeting on December 8, 2014. Barbara Barbara J. Prendergast Legal Assistant Law Office of John W. Kenney, Esq. 1550 Falmouth Road,Ste 12 Centerville, MA 02632 508-771-9300 508-775-6029 FAX Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 3821 Falmouth Road (Route 28)-Unit 11 -Former Bank Property Address Windmill Square Limited Partnership Owner Owner's Name information is Marstons Mills MA 02648 October 2, 2014 required for every page. Cityrrown State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When A. General Information "AA filling out forms -4 p-d;1q on the computer, use only the tab alp A�rG 1. Inspector: o key to move your JOHN L. J� cursor-do not John L. Churchill Jr., PE, PLS, CSE CHURCHILLJR. jf p, use the return Name of Inspector Civ key. N0. 807 Co paEngineering,NameInc. �. � Company Name � ,poF�F TE 2854 Cranberry Highway Company Address East Wareham MA 02538 City/Town State Zip Code 508-273-0377 PE#41 Er07 SI 4832 Telephone Number License Number R. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000).The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority October 3, 2014 Inspector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 1 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 3821 Falmouth Road (Route 28)-Unit 11 -Former Bank Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 October 2, 2014 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in.310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health,will pass. Check the box for"yes", "no"or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND(Explain below): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 3821 Falmouth Road (Route 28)-Unit 11 -Former Bank Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 October 2, 2014 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): i C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1: System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins-3113 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System-Page 3 of 17 t� Commonwealth of Massachusetts Title. 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 3821 Falmouth Road (Route 28)-Unit 11 -Former Bank Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 October 2 2014 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. i ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. i 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes"or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6"below invert or available volume is less than day flow t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 3821 Falmouth Road (Route 28)-Unit 11 -Former Bank Property Address Windmill Square Limited Partnership Owner Owner's Name information is MA 02648 October 2, 2014 required for every Marstons Mills page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments °< 3821 Falmouth Road (Route 28)-Unit 11 -Former Bank Property Address Windmill Square Limited Partnership Owner Owner's Name information is Marstons Mills MA 02648 October 2, 2014 required for every page. Cityrrown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? Have large volumes of water been introduced to the system recently or as part of ❑ ® this inspection? ❑" ® Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? Was the facility owner(and occupants if different from owner)provided with ® ❑ information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: ❑ ® Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Nurnber of bedrooms(design): Number of bedrooms(actual): DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 3821 Falmouth Road (Route 28)-Unit 11 -Former Bank Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 October 2, 2014 page. City/Town State Zip Code Date of Inspection D. System Information Description: Number of current residents: Does residence have a garbage grinder? ❑ Yes ❑ No Is laundry on a separate sewage system?(Include laundry system inspection ❑ Yes ❑ No information in this report.) Laundry system inspected? ❑ Yes ❑ No Seasonal use? ❑ Yes ❑ No Water meter readings, if available(last 2 years usage(gpd)): Detail: Sump pump? ❑ Yes ® No Last date of occupancy: Unknown Date Commercial/Industrial Flow Conditions: Type of Establishment: Former Bank Design flow(based on 310 CMR 15.203): 450 GPDGallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): (6,000 S.F./1,000 S.F.)x 75 GPD= 450 GPD Grease trap present? ❑ Yes ® No Industrial waste holding tank present? ❑ Yes ® No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ® No Water meter readings, if available: 2012: 66 GPD, 2013: 107 GPD t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 3821 Falmouth Road (Route 28)-Unit 11 -Former Bank Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 October 2, 2014 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Unknown Date Other(describe below): General Information Pumping Records: Source of information: Owner Was system pumped as part of the inspection? ❑ Yes ® No If yes,volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ❑' Septic tank, distribution box, soil absorption system i ❑ Single cesspool ❑ Overflow cesspool ❑, Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank.Attach a copy of the DEP approval. ® Other(describe): One(1) 1,500 gallon septic tank to one(1)6-ft diameter leaching pit. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 17 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 3821 Falmouth Road (Route 28)-Unit 11 -Former Bank Property Address Windmill Square Limited Partnership Owner Owner's Name information is Marstons Mills MA 02648 October 2 2014 required for every , page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known)and source of information: Unknown Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: feet Material of construction: ❑cast iron ❑40 PVC ❑other(explain): Distance from private water supply well or suction line: N/A feet Comments(on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): Depth below grade: Approx. 12"feet Material of construction: ®concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Approx. 10'x 6.25'(1,500 gal.) Dimensions: 6" Sludge depth: t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 3821 Falmouth Road (Route 28)-Unit 11 -Former Bank Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 October 2, 2014 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 24" Scum thickness Distance from top of scum to top of outlet tee or baffle N/A Distance from bottom of scum to bottom of outlet tee or baffle N/A How were dimensions determined? In field Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Pumping should be conducted every 2 years; inlet tee appeared to be in good condition; tee on outlet pipe not measured due to being below pavement. (sludge, scum and tee measurements taken at inlet);top of liquid in tank appeared to be below invert of inlet comparable to indicate a fully functional outlet/septic tank; no evidence of leakage was detected. Top of tank was measured to be approximately 12 inches below grade; recommend installation of outlet riser to be brought to grade. Inlet riser currently at grade. Grease Trap(locate on site plan): Depth below grade: feet Material of construction: ❑concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments " 3821 Falmouth Road (Route 28)-Unit 11 -Former Bank Property Address Windmill Square Limited Partnership Owner Owner's Name information is MA 02648 October 2, 2014 required for every Marstons Mills page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm,present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches, etc.): I *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•3113 Title 6 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 3821 Falmouth Road (Route 28)-Unit 11 -Former Bank Property Address Windmill Square Limited Partnership Owner Owner's Name information is Marstons Mills MA 02648 October 2, 2014 required for every � page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) j Distribution Box(if present must be opened) (locate on site plan): Depth.of liquid level above outlet invert N/A Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): No D-box Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarm's in working order: ❑ Yes ❑ No* Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): *If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: One 6'dia. leaching pit t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 3821 Falmouth Road (Route 28)-Unit 11 -Former Bank Property Address _Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 October 2, 2014 page. City/town State Zip Code Date of Inspection D. System Information (cont.) Type: ® leaching pits number: One(1)6'dia. ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ , leaching fields number, dimensions: ❑, overflow cesspool number: I ❑ innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): No signs of hydraulic failure. Bottom of leaching pit appeared to be dry(i.e. no standing liquid). Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 3821 Falmouth Road (Route 28)-Unit 11 -Former Bank Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 October 2, 2014 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): i i Privy(locate on site plan): Materials of construction: Dimensions Depth of solids Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins-3113 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System-Page 14 of 17 I 9m ; , Cornmonwealth of Massachusetts rr Title 5 Offi'cal Inspection. F'ormw Subsurface Sewage`Disposal System Form ..Not for Voluntary Assessments:= x' _. x"t 3821 Falmouth:Road(Routet28j Urnt 11 `Former Bank P dpert-1 Address.. .._ .._. ...._ .. _, U11'iridmillSquare Limited Paitner$fiip - Owner Owner's Name rnfornatron Is Marstons`Mills MA 0264$ October 2, 2014r regw�etl for every j - page;� �CitylTown` .: .""` ISt Zr _ ate p Code.. Date of Inspection ti System hnformativn Sketch Of Sewage bisposal System Prode�a view of tie sewagexdisposalsystemsrncludrrg ties to at leasf,two permanent referenceaandmarks or'benchmarks t.ocate alt`wells�Wlth,m 100 feet_Locate where public water supply enters.fhe:buildtng. Ch,eckac�te of tieyboxs,below:; ® hand sketch�m the area'belo : drawWattached separately AV Qc: J A 1 N ut"T, Cow"E n. 3� l L AG,F1,(,A) s 9¢ns 3l13 TiUa 5 Offiaal Insped,on Form SutisuAace Sewage Disposal System"Page 15 offT' Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 3821 Falmouth Road (Route 28)-Unit 11 -Former Bank Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 October 2, 2014 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ❑ Shallow wells Estimated depth to high ground water: > 5 feet below bottom of leaching pitfeet Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record If checked, date of design plan reviewed: October 2, 2014 Date ❑ Observed site(abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health-explain: ❑ Checked with local excavators, installers-(attach documentation) ® Accessed USGS database-explain: Compared site elevation with surrounding water bodies elevations. I You must describe how you established the high ground water elevation: The property elevation is approximately at 71' M.S.L. and the groundwater elevation is<59'M.S.L. based on the test pit data observed on September 14, 2014 and referenced on"Proposed Site Plan Prepared for: Couto Management Group, LLC, Located at: 3821 Falmouth Road, Marstons Mills, MA 02648, Prepared by: JC Engineering, Inc. 2854 Cranberry Highway, East Wareham, MA 02538." Dated October 2, 2013. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 3821 Falmouth Road (Route 28)-Unit 11 -Former Bank Property Address Windmill Square Limited Partnership Owner Owner's Name information is MA 02648 October 2, 2014 required for every Marstons Mills page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary:A, B, C, D, or E checked ® Inspection Summary D(System Failure Criteria Applicable to All Systems)completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file I t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 r r s Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments °M 3821 Falmouth Road (Route 28)-Unit 11 - Former Bank Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 October 2, 2014 page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out forms A. General Information on the computer, f�lASs use only he tab 1 key to move your . Inspector: cursor-do not • John L. Churchill Jr., PE, PLS, CSE JOHN 1. o z JR. key.use the return Name of Inspector c� Ct in , Inc. 180 Co rab CompapaEngineering, ny Name 2854 Cranberry Highway Company Address a � East Wareham MA 02538 City/Town State Zip Code 508-273-0377 PE#41807 SI�432 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority October 3, 2014 Inspector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 3821 Falmouth Road (Route 28)-Unit 11 -Former Bank Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 October 2, 2014 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no" or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 3821 Falmouth Road (Route 28) - Unit 11 - Former Bank Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 October 2, 2014 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins•3113 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 3821 Falmouth Road (Route 28)-Unit 11 -Former Bank Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 October 2, 2014 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No" to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than 'h day flow t5ins•3/13 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments *M 3821 Falmouth Road (Route 28) -Unit 11 -Former Bank Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 October 2, 2014 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 3821 Falmouth Road (Route 28)- Unit 11 -Former Bank Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 October 2, 2014 page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ❑ ® Were as built plans of the system obtained and examined? (if they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: ❑ ® Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms(design): Number of bedrooms (actual): DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): L15ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 3821 Falmouth Road (Route 28) -Unit 11 -Former Bank Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 October 2, 2014 page. City/Town State Zip Code Date of Inspection D. System Information Description: Number of current residents: Does residence have a garbage grinder? ❑ Yes ❑ No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ❑ No information in this report.) Laundry system inspected? ❑ Yes ❑ No Seasonal use? ❑ Yes ❑ No Water meter readings, if available(last 2 years usage(gpd)): Detail: Sump pump? ❑ Yes ® No Last date of occupancy: Unknown Date Commercial/industrial Flow Conditions: Type of Establishment: Former Bank Design flow(based on 310 CMR 15.203): 450 GPD Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): (6,000 S.F./1,000 S.F.) x 75 GPD= 450 GPD Grease trap present? ❑ Yes ® No Industrial waste holding tank present? ❑ Yes ® No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ® No Water meter readings, if available: 2012: 66 GPD, 2013: 107 GPD t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 3821 Falmouth Road (Route 28)-Unit 11 -Former Bank Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 October 2, 2014 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Unknown Date Other(describe below): General Information Pumping Records: Source of information: Owner Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ❑ Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ® Other(describe): One (1) 1,500 gallon septic tank to one (1)6-ft diameter leaching pit. t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 3821 Falmouth Road (Route 28)-Unit 11 - Former Bank Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 October 2, 2014 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: Unknown Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: feet Material of construction: ❑cast iron ❑40 PVC ❑ other(explain): Distance from private water supply well or suction line: N/A feet Comments (on condition of joints, venting, evidence of leakage, etc.): Septic Tank (locate on site plan): Depth below grade: Approx. 12" feet Material of construction: ® concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes ❑ No Dimensions: Approx. 10'x 6.25' (1,500 gal.) Sludge depth: 6" t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 3821 Falmouth Road (Route 28) -Unit 11 -Former Bank Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 October 2, 2014 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 24 Scum thickness 1 Distance from top of scum to top of outlet tee or baffle N/A Distance from bottom of scum to bottom of outlet tee or baffle N/A How were dimensions determined? In field Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Pumping should be conducted every 2 years; inlet tee appeared to be in good condition; tee on outlet pipe not measured due to being below pavement. (sludge, scum and tee measurements taken at inlet);top of liquid in tank appeared to be below invert of inlet comparable to indicate a fully functional outlet/septic tank; no evidence of leakage was detected. Top of tank was measured to be approximately 12 inches below grade; recommend installation of outlet riser to be brought to grade. Inlet riser currently at grade. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions:. Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 3821 Falmouth Road (Route 28)-Unit 11 -Former Bank Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 October 2, 2014 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): TN Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): "Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 7 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 3821 Falmouth Road (Route 28) -Unit 11 -Former Bank Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 October 2, 2014 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert N/A Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): No D-box Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): * If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: One 6'dia. leaching pit t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 3821 Falmouth Road (Route 28)-Unit 11 -Former Bank Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 October 2, 2014 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ® leaching pits number: One(1)6'dia. ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): No signs of hydraulic failure. Bottom of leaching pit appeared to bed (i.e. no standing liquid) Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 y i Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M 3821 Falmouth Road Route 28 -Unit 11 -Former Bank Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 October 2, 2014 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 14 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 3821 Falmouth Road (Route 28) Unit 11 -Former Bank Property Address Windmill Square Limited Partnership Owner Owners Name information is required for every Marstons Mills MA 02648 October 2, 2014 page. City/Town State. Zip Oode Date of Inspection D. System Information (cone.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building.Check one of the boxes below: ® hand-sketch in the area below ❑, drawing attached separately # 7 r" r . ynrtf (e:? l2, B-tFA{t-w,fG PiTC6v t r .s t5ins-•3/13 Title 5-Official inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 I Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 3821 Falmouth Road (Route 28)-Unit 11 - Former Bank Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 October 2, 2014 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ❑ Shallow wells Estimated depth to high ground water: > 5 feet below bottom of leaching pitfeet Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record If checked, date of design plan reviewed: October 2, 2014 Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health-explain: ❑ Checked with local excavators, installers-(attach documentation) ® Accessed USGS database-explain: Compared site elevation with surrounding water bodies elevations. You must describe how you established the high ground water elevation: The property elevation is approximately at 71' M.S.L. and the groundwater elevation is<59' M.S.L. based on the test pit data observed on September 14, 2014 and referenced on"Proposed Site Plan Prepared for: Couto Management Group, LLC, Located at: 3821 Falmouth Road, Marstons Mills, MA 02648, Prepared by: JC Engineering, Inc. 2854 Cranberry Highway, East Wareham, MA 02538." Dated October 2, 2013. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 A� _o q6 LOCATION SEWAGE PERMIT NO. VILLA G E / S !� INSTA LLER'S NAME i ADDRES U© C9S • Go dl C e oR 0wN R DATE PERMIT ISSUED Zl;glL;o If I DATE COMPLIANCE ISSUED ?/ �0 ftqt4 M,(N `3vt Idly) 45 , 1 -- TOWN OF BARNSTABLE LOCATION 3L 5 SEWAGE # M M VILLAGE 1 20 ASSESSOR'S MAP &- LOT INSTALLER'S NAME PHONE NO. SEPTIC TANK CAPACITY pads LEACHING FACILITY:(type) (size) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER_ � � n DATE PERMIT ISSUED: ^ S— CK 91 DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No ✓ �-�--L al p A.a v�ra � ��� 4 C . �}� WELL AND FILLED WITH CLEAN SAND(TYP.OF 5) p CATCHBASIN _ EXISTING D4INAGE LEACH PIT ( RIM EL,99.81' ® } (TYP,) ® 16'i// i�ii' b �g I❑ // ❑ � j 8 I BLD 8 O O _� I "1 / - -) I S EXISTING DRAINAdE CATCHBASIN 100.1 O O INV.OUT (TYP.) EXISTING 1000-GAL �V 97.89'i GREASE TRAP / I TOF=102.42' (CONTRACTOR TO O EXISTING 1500-GAL SEPTIC my EXIST TANK O G 1500-GAL.SEPTIC VERIFY) O TANK(CONTRACTOR TO I j TANK(CONTRACTOR TO INV.OUT EL,98.48' _ — _ _ _ _ _VERIFY)INV.OUT EL,9T2(98.02') T DER F9r EXISTING 1500-GAL.SEPTIC M D w •„�„p:-- —�." TANK(CONTRACTOR TO i '--•••'0;...,,,, -^' 10 ( VERIFV)INV.OUT EL,97.61'2 (97.7Z) /,,.•' "�+�"� BLD 7 ( "} I I 7�, I WINDMILL T BLD 4 �}0 (219 GIRD) 100.7« 1 oFBL BLD 5 BLD 6 TOF=102.iT TOF=102.43' (459 GPD) QUIK STOP PAK MAIL 10.5 20.0' I TOF=101.ST (174 GPD) (236 GPD) _ 36.5' TOF=102.03' MAP 57 } r ' r" z t 30'. I \ PARCEL 4 BLD 9 BLD 3 4 108,109 S.F.i OFFICE �� 3 • /� a '� SB FIN 1' ••'� TANNING, n (174 GPD) --i� / fn r vl / HELD �%�•� ,�•' O OFFICE,ETC '•" ':e.Y.a''f TOF= TOF'101.95' 160 GPD �' i✓/�/ ( ) 101.63' / yn XISTING 1500-0 SEPTIC TANK f��/ / (CONTRACTOR TO O �105-� /� Yfi VERIFY) 9 BLD 1� J r 0.. ,1..;' _ t ♦ d (INV.OUT EL. OFFICE 98 TOF=102.0'i (161 GPD) / ,�v. - �.•"` `` r BLD 11 cl � OFFICE ® ( (135 GPD) ` ..,. : //� .,,,..`a/ ./ 1,0SN BLD 2 TOF=102.OZ p AZTEC REPO. ISTING 150D-GAL. v SEPTICTANK (136 GPD) 'ON TRACTOR TO TOF=102.09 1')INV.OUT O98..2AAA5' Mal /' /' FUTURE SYSTEM \ / G E1TIC 4f (PHASE III) / / / mow' LEGEND v / (�\\ .✓� // (96.55') ACTUAL ELEVATION'AS-BUILT' 'ITAL ' ——50—— EXISTING CONTOUR / \ \ ® PROPOSED SPOT GRADES IS' � �c�' \' '' �50 PROPOSED CONTOUR ' LOCUS FUTURE SYSTEM (PHASE II) C FIND —DTX1 — EXISTING ELECTRICAL UTILITIES ,! e —W EX I STING WATER LINE—GAS— EXISTING GAS LINE / L ' SHOPPING O O PROPOSED H-201500-GAL.SEPTIC TANK TEST PIT LOCATION PLAZA PECKS BOATS O ROUTE 28 O O O PROPOSED H-20 2000-GAL.PUMP CHAMBER EXISTING SEPTIC TANK i SOLID PVC PIPE oocee„—1 Axon,oloc l9wall., EXISTING SEPTIC LEACH PIT(LOCATION - 3821 Falmouth Road septic flows 1/4/2017 Summary by Down Cape Engineering, Inc. EXISTING Building# Use First floor SF FF flow 2nd fir SF 2nd Floor Flow Existing Total Flow 1 Animal Hospital 1306 434.0 904 66.3 500.3 2 Aztec Repro (mixed) 1026 .7.7.5 780 58.5 136.0 3 Tanning/Office 1156 72.3 1156 86.7 159.0 4 Office/mixed 2199 275.0 1320 99.0 374.0 5 Quick Stop (retail) 1391 70.0 1391 104.3 174.3 6 Pak Mail (retail) 1890 95.0 1890 141.7 236.7 7 Windmill (retail) 1154 132.0 1154 87.0 219.0 9 Office 1158 87.0 1158 87.0 174.0 10 Office 1070 80.0 1070 80.0 160.0 11 Office 899 67.0 899 67.0 134.0 Total: 1389.8 GPD Total: 877.5 Total: 2267.3 GPD Note:Animal hospital is changing from kennels to office visits,from 50gpd/kennel to 75 gpd/1000 sf. Site is not within a Zone II. All second floor spaces currently office use PROPOSED: No kennels in Bldg 1 and replace office with two 1 bedroom dwelling units on 1st and 2nd floors of Bldg 9 PROPOSED Building# Use. First floor SF FF flow 2nd fir SF 2nd Floor Flow Proposed Total Flow 1 Animal Hospital 1306 97.5 904 66.3 163.8 2 Aztec Repro (mixed) 1026 77.5 780 58.5 136.0 3 Tanning/Office 1156 72.3 1156 86.7 159.0 4 Office/mixed 2199 275.0 1320 99.0 374.0 5 Quick Stop (retail) 1391 70.0 1391 104.3 174.3 6 Pak Mail (retail) 1890 95.0 1890 141.7 236.7 7 Windmill (retail) 1154 "132.0 1154 87.0 219.0 9 Residential 1158 220.0 1158 220.0 440.0 10 Office 1070 80.0 1070 80.0 160.0 11 Office 899 67.0 899 67.0 134.0 Total: 1186.3 GPD Total: 1010.5 Total: 2196.8 GPD f :w Mc n, Thomas From: Daniel A. Ojala PE, PLS <downcape@downcape.com> Sent: Wednesday, January 04, 2017 5:02 PM To: McKean, Thomas Cc: 'Stuart Bornstein' Subject: Windmill Plaza- #3821 Falmouth Road; MMills. Attachments: 10-036 Site Sketch Plan.pdf; GPD CALCS 3821 Falmouth Road 1-4-17.pdf Tom: RE: Windmill Plaza #3821 Falmouth Road, Marstons Mills, MA Stuart would like to put four 1 bedroom apartments in Building#9, replacing office uses on the first and second floors. i The site is not in a Zone II, but is in the Estuaries overlay which limits flow to what is grandfathered. By changing the Animal Hospital from utilizing kennels(have already been removed), to a day visit only office, the septic flow goes down for the site enough for the change in use. Please let Stuart know if these calculations are satisfactory. I broke out the first and second floor uses/flows to make the changes clear. He may need an inspection/review on the existing system for building#9, looks like a single tank and pit, as the Phase III future system didn't need to go in yet. Stuart or I would be glad to meet at your convenience if helpful. Thanks for your assistance. Daniel A. Ojala PE, PLS down cape engineering, inc. 939 Main St.Yarmouthport, MA 1-508-362-4541 x108 1-508-362-9880 fax downcape@downcape.com This Electronic Message contains information from the engineering firm of down cape engineering, inc., which may be privileged. The information is intended to be for the use of the addressee only. If you are not the addressee, note that any disclosure, copy, distribution or use of the contents of this message is prohibited. 1 JC ENGINEERING, Inc. Civil & Environmental Engineering �a0a 2854 Cranberry Highway East Wareham, Massachusetts 02538 Ph. 508-273-0377- Fax 508-273-0367 January 10,2017 Mr.Thomas Mckean Health Director Board of Health Town of Barnstable 200 Main Street Hyannis,MA 02601 RE: Windmill Square,3821 Falmouth Road, Marstons Mills, Massachusetts Existing Septic Leaching Pit.Capacity for Existing Building 9 Dear Mr. Mckean: At the request of the owner of Windmill Square(i.e. Holly Management),please find below calculations related to the existing septic leaching pit capacity for Building 9 at Windmill Square,3821 Falmouth Road,Marstons Mills,which is currently being used as office space(design flow= 174 gpd). The�existing septic system for Building 9 consists of a septic tank and leaching pit based on field conditions. The dimensions of the leaching pit are assumed to be 6 feet in diameter,6 feet in depth, and has 2 feet of surrounding crushed stone. Calculations below signify the leaching pit has a total capacity of 549.5 gallons per day(gpd)based on 310 CMR 15.03(4)of the 1978 Title 5 Code. Leaching Pit Sidewall Capacitv: Circumference=2nr Circumference=(2)x(rr)x(5.ft) _. Circumference=31.4 ft (31.4 ft) x (6 ft)= 188.4ft2 (188.4 ft'-) x (2.5 gal/sq.ft) 471.0 gpd Leaching Pit Bottom Capacity: it Area=nr'- Area=78.5 ft? (78.5 ftZ) x (1.0 gal/sq.ft)=78.5 gpd Leaching Pit Total Capacity: 471.0 gpd+78.5 gpd=549.5 gpd Total leaching pit capacity is 549.5 gpd for the existing septic system for Building 9 at Windmill Square assuming a passed Title 5.Inspection. Should you have any questions or comments,please do not hesitate to contact our office. /cer urchill Jr. .E., P L.S President JLC/mcp ;.. cc: Holly Management, File Commonwealth of Massachusetts ^W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 3821 Falmouth rd , Property Address , Windmill Square LP ' Owner Owner's Name information is required for every Chit Ma 02635 5/30/17 page. City/Town State Zip Code Date of Inspection - - Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When A. General-Information filling out forms on the computer, use only the tab 1. Inspector: key to move your cursor-.do not Michael DiBuono use the return Name of Inspector key. DiBuono Sewer and Drain / Company Name -' 8 Johns path f' Company Address B S Yarmouth MA 02664 Cityrrown State Zip Code 508-364-9587 S113522 Telephone Number License Number B. Certification : I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000). The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the-Local-Approving Authority /✓ 5/30/17 T Inspector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP) within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the.appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. ""This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins•3/13 . Title 5 Official Inspection Form:Subsurface Sewage Disposal System.Page 1 of 17 �a VS o�� Commonwealth of Massachusetts W Title 5 Official Inspection Fora Subsurface Sewage Disposal System Farm - Not for Voluntary Assessments 3821 Falmouth rd Property Address Windmill Square LP Owner Owners Name information is required for every Cotuit Ma 02635 5/30/17 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check. A,B,C,D or E/always complete all of Section D A) System Passes: ❑ 1 have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated.below. Comments: B) :System Conditionally Passes: ❑ One or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no" or"not determined" (Y, N, ND) for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old* or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is`less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 3821 Falmouth rd ` Property Address Windmill Square LP Owner Owner's Name information is required for every Cotuit Ma 02635 5/30M7` page. City/Town State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): • - t ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b) that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of.Mas.sachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments e , 3821 Falmouth rd Property Address Windmill Square LP Owner Owners Name information is required for every Cotuit Ma 02635 5/30/17 page. CltyTTown State Zip Code Date of Inspection Bo Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner.that.protects the public health, safety and environment:' ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this forma 3. Other: D) System Failure Criteria Applicable to All Systems: l You must.indicate "Yes" or"No"to each of the following for all inspections: Yes No ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool Liquid depth in cesspool is less than 6" below invert or available volume is less than Y2 day flow t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 r Corm monwealth of Massachusetts Title- 5 Official Inspection Form o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ^M 3821 Falmouth rd 'Property Address Windmill Square LP Owner - Owner's Name information is Cotuit Ma 02635 5/30/17 required for every i page. CityTTown State Zip Code Date of Inspection B. Certification (cont.) Yes No Required pumping more than 4 times in the last year NOT due to clogged or ❑ ® obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria.indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 1..0,000.gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility'with a design flow of 10,000 gpd to 15,000 gpd.. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA) or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts ti. W Title 5 Official Inspection For Subsurface Sewage Disposal System en Fo rm Not for Volunt aryAssessments 3821 Falmouth rd q4 'I,N lye yyeV Property Address Windmill Square LP Owner Owners Name information is COtUIt required for every Ma 02635 5/30/17 page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate "yes" or"no" as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous!two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ❑ ® Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? 9 R y rns. The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): Number of bedrooms (actual): DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts ' = Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments wM 3821 Falmouth rd Property Address Windmill Square LP Owner Owner's Name information is required for every Cotuit Ma 02635 5/3'0/17 _page. City1rown State Zip Code Date of Inspection D. System Information Description: Number of current residents: Does residence have a garbage grinder? ❑ Yes ❑ No Is laundry on a separate sewage system? (Include laundry system inspection El Yes ❑ No information in this report.) Laundry system inspected? ❑ Yes ❑ No Seasonaluse? ❑ Yes ❑ No Water meter readings, if available (last 2 years usage (gpd)): Detail: Sump pump? ❑ Yes ® No Last date of occupancy: Date Commercial/Industrial Flow Conditions: Type of Establishment: Commercial Design flow(based on 310 CMR 15.203): 110 Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Based on 55 Gpd per person x2 Per Permit on file Grease trap present? ❑ Yes ® No Industrial waste holding tank present? ❑ Yes ® No Non-sanitary waste discharged to the Title 5 system? ® Yes ❑ No Water meter readings, if available: 116 GPD t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Cor>monw, a' of I�assach'�setts Tit leal Inspection Form Subsurface'Sewage Disposal System Form - Not for Voluntary Assessments 3821 Falmouth rd M Property Address Windmill Square LP Owner Owners Name -information is required for every Cotuit Ma 02635 5/30/17 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: . Date Other(describe below): Genera l Information Pumping Records: Source of information: Not provided Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•.Page 8 of 17 I Commonwealth of Massachusetts` Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments •y 3821 Falmouth rd Property Address Windmill Square LP Owner Owner's Name information is required for every Cotuit Ma 02635," 5/30/17 page. CitylTown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 12/29/19.86 . .. Were sewage odors detected when arriving at the site? ❑ Yes ❑ No Building Sewer(locate on site plan): Depth below grade: 1.5 feet Material of construction: ® cast iron ® 40 PVC ❑ other (explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): System is vented at the roof line - Septic Tank(locate on site plan): Depth below grade: 1 feet Material of construction: ® concrete ❑ metal.. ❑ fiberglass ❑ polyethylene ❑ other(explain) 1500 H2O If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: Sludge depth: t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 Commonwealth of,Massachusetts W Title 5 Official Enaction Fore Subsurface Sewage Disposal System Forma Not for Voluntary Assessments 3821 Falmouth rd Property Address Windmill Square LP Owner Owners Name information is _ required for every .Cotult Ma 02635 5/30/17 page. City/Town State ZipCode Date of Inspection pectlon D. System information (cont.) Septic Tank(con.t.) Distance from top of sludge to bottom of outlet tee or baffle 24" Scum thickness Distance from top of scum to top of outlet tee or baffle 42" Distance from bottom of scum to bottom of outlet tee or baffle Sludge stick How were dimensions determined? Tape Measure Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tee's in place covers to qrade Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of-outlet tee or baffle Date of last pumping: Date t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M ,°•' 3821 Falmouth rd Property Address Windmill Square LIP Owner Owner's Name information is required for every Cotuit Ma 02635' ` 5/30/17 "page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts f `title 5 Official Inspection Form o � Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 3821 Falmouth rd Property Address Windmill Square LP Owner Owners Name information is required for every Cotuit Ma 02635 5/30/17 page. City/Town State Zip Code Date of Inspection D. System information (coat.) Distribution Box (if present must be opened) (locate on site plan): f ins o abnormal Depth of liquid level above outlet invert Level with no s levels Comments (note if box is level and distribution to outlets equal, any evidence o;f solids carryover, any evidence of leakage into or out of box, etc.): Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): * If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: . t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts 2. Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments •3821 Falmouth rd Property Address Windmill Square LP Owner Owner's Name information is required for every Cotuit Ma 02635 5/30/17 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ® leaching pits number: 1 ❑ leaching chambers number:. ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Camera inspection to D box shows no signs of back up. Cesspools (cesspool;must be pumped as part of inspection) (locate on site plan): Number and configuration Depth=top of liquid to inlet invert Depth of solids layer Depth.of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 17 Commonwealth of Massachusetts W Title 5 Official inspection Form o Subsurface Sewage Disposal System.Form Not for Voluntary Assessments 3821 Falmouth rd Property Address Windmill Square LP Owner Owners Name information is required for every Cotuit Ma 02635 5/30/17 page. City/Town State Zip Code Date of Inspection D. System Information (Copt.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 14 of 17 . I Commonwealth of Massachusetts - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 3821 Falmouth rd Property Address Windmill Square LP Owner Owner's Name information is required for every Cotuit Ma 02635 5/30/17 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ❑ hand-sketch in the area below ® drawing attached separately t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts WTitle 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 3821 Falmouth rd M Property Address Windmill S uare"LP Owner's p wner s Name information is required for every Cotuit Ma 02635 5/30/17 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 12+ ft feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from.system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ® Checked with local Board of Health -explain: ❑ Checked with local excavators, installers- (attach documentation) ❑ Accessed USGS database -explain: You must describe how you established the high ground water elevation: Test hole data on Permit NGE 132" Before filing this Inspection Report, please see.Report Completeness Checklist on next page. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page i6 of 17 Assessing As-Built Cards t Page 1 of 2 bid , LDCATIO SIWAGE PERMIT 140. u V I t L A D E 3&j I a-1, C,crt( -� . Ccj7ui+ a� Ooy _ 657- INSTALLER'S mAME S, ADD ltS 3Y /IS t BUILDER oil DIWNE i 2 'Tu DATE TERmly ISSUED (DATE C0MI'llAWCE ISSUED /031 j http://www.townofbamstable.us/Assessing/HMdisplay.,asp?mappar=057004&seq=1 5/10/2017 -c Commonwealth of Massachusetts 9 W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 3821 Falmouth rd Property-Address Windmill Square LP Owner Owners Name information is required for every Cotuit Ma 02635 5/30/17 page. City/Town State Zip Code Date of inspection E. Report Completeness Checklist ❑ Inspection Summary: A, B, C, D, or E checked ❑ Inspection Summary D (System Failure Criteria Applicable to All Systems)y ) completed p eted ❑ System Information—Estimated depth to high groundwater ❑ Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 0 00� Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -'Not for Voluntary Assessments ,M Syey 3821 Falmouth Road (Building 9), Marstons Mills, MA 02648 Property Address U Windmill Square Limited Partnership I= Owner Owner's Name w information is -V required for every Marstons Mills ✓ MA 02648 1-24-17 0 page. City/Town State Zip Code Date of Inspection W 4h Inspection results must be submitted on this form. Inspection forms may not be altered in any, way. Please see completeness checklist at the end of the form. Important:When filling out forms A. General Information S kt I aI o0 OF Mqg on the computer, SACy use only the tab Z� Gs 1 key to move your . Inspector: cursor-do not John L. Churchill Jr., PE, PLS � q�tlRCH ,1R• use the return Name of Inspector key. �Iljff JC Engineering, Inc. o r� Company Name 2854 Cranberry Highway Company Address East Wareham MA 02538 City/Town State Zip Code 508-273-0377 Massachuset E#41807 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Nee Further val to the Local Approving Authority 1-27-17 le cor's Signature Date system i p ctor shall submit a copy of this inspection report to the Approving Authority (Board of Health or P)within 30 days of completing this inspection. If the system has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. l5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 t Commonwealth of Massachusetts w u Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 3821 Falmouth Road (Building 9), Marstons Mills, MA 02648 Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 1-24-17 page. City[Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no" or"not determined" (Y, N, ND) for the following statements. If"not determined," please explain. 1 The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): .t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 3821 Falmouth Road (Building 9), Marstons Mills, MA 02648 Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 1-24-17 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: El Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins.doc•rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 3 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 3821 Falmouth Road (Building 9), Marstons Mills, MA 02648 Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 1-24-17 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: � e D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than '/z day flow t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 I Commonwealth of Massachusetts w W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 4M y 3821 Falmouth Road (Building 9), Marstons Mills MA 02648 Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 1-24-17 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ Z The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. l5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 3821 Falmouth Road (Building 9), Marstons Mills, MA 02648 Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 1-24-17 page. Cityrrown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ❑ ® Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ❑ ® Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): Number of bedrooms (actual): DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,••'' 3821 Falmouth Road (Building 9), Marstons Mills, MA 02648 Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 1-24-17 page. Citylrown State Zip Code Date of Inspection D. System Information Description: Number of current residents: Does residence have a garbage grinder? ❑ Yes ❑ No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ❑ No information in this report.) Laundry system inspected? ❑ Yes ❑ No Seasonal use? ❑ Yes ❑ No Water meter readings, if available (last 2 years usage (gpd)): Detail: Sump pump? ❑ Yes ❑ No Last date of occupancy: Date Commercial/Industrial Flow Conditions: Type of Establishment: Office building Design flow(based on 310 CMR 15.203): 174 Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): 2,316 sq.ft Grease trap present? ❑ Yes ® No Industrial waste holding tank present? ❑ Yes ® No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ® No Water meter readings, if available: 2016 -7,000 gal; 2015-0 gal l5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 3821 Falmouth Road (Building 9), Marstons Mills, MA 02648 Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 1-24-17 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: 2013 Date Other(describe below): Building has been unoccupied for 4-5 years. System has not received normal flow in this time. General Information Pumping Records: Source of information: n/a Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: n/a gallons How was quantity pumped determined? n/a Reason for pumping: n/a Type of System: ❑ Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ® Other(describe): Septic tank and U diameter leaching pit. t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 17 r Commonwealth of Massachusetts Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments GM yv0yv'v`a 3821 Falmouth Road (Building , Marstons Mills, MA 02648 ( 9 9) Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 1-24-17 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: unknown Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 2.3 feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): Depth below grade: 1.7 feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ® No Dimensions: 10.2'x 6.0' Sludge depth: t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 3821 Falmouth Road (Building 9), Marstons Mills, MA 02648 Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 1-24-17 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle n/a Scum thickness 0" Distance from top of scum to top of outlet tee or baffle n/a Distance from bottom of scum to bottom of outlet tee or baffle n/a How were dimensions determined? Measured in field Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tank located under a paved parking lot. Inlet cover to existing grade. Outlet cover is located beneath pavement. Tank appears to be in good shape. Stain line observed in tank equal to inlet invert elevation. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments •'' 3821 Falmouth Road (Building 9), Marstons Mills, MA 02648 Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 1-24-17 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 3821 Falmouth Road (Building 9), Marstons Mills, MA 02648 Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 1-24-17 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert n/a Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): * If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M , 3821 Falmouth Road (Building 9), Marstons Mills, MA 02648 Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 1-24-17 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Type: ® leaching pits number: 1 ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Leaching pit is 6 ft in diameter, 6 ft deep, and was located beneath paved parking lot. Stainline visible in leaching pit approximately 14"from bottom of pit. No liquid was found in leaching pit. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth-top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 3821 Falmouth Road (Building 9), Marstons Mills, MA 02648 Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 1-24-17 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 3821 Falmouth Road (Building 9), Marstons Mills, MA 02648 Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 1-24-17 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ❑ hand-sketch in the area below ❑ drawing attached separately l5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 3821 Falmouth Road (Building 9), Marstons Mills, MA 02648 Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 1-24-17 page. City[Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: >10 feet below ground surfacefeet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ® Checked with local Board of Health -explain: Based on a septic system as-built plan dated 7-19-05 for system built on same lot. ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: Used test pit data shown on a septic system as-built plan dated 7-19-05 for system built on same lot. Before filing this Inspection Report, please see Report Completeness Checklist on next page. 15ins.doc-rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 3821 Falmouth Road (Building 9), Marstons Mills, MA 02648 Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 1-24-17 page. Cityrrown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection n Summary: A B C D , or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file 1 t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 'w LAND COURT,BOSTON.The Land DOc=1 s 272 v 261 06-24-2015 2%01 herein desur d will be shown on our approved pan to follow as EARNSTABLE LAND COURT REGISTRY R t�ei're7'v JUN 2 3 2015 Plan ISO �ot — [EXAMINED As DESCRIPTION ONLY) DEED RESTRICTION LC. PONTBRIANO . A9{fld0 CHIEF&IGINEs(7,16) WHEREAS, WINDMILL SQUARE,LLC,a Massachusetts limited liability company (successor-in-interest by merger with Windmill Square Limited Partnership),having an address of 297 North Street,Hyannis,Massachusetts,is the owner of Windmill Square,3821 Falmouth Road(Route 28), in Marstons Mills,MA and being shown as Lot 1 and Remaining Land on Land Court Plan 15069-B;and WHEREAS,the Town of Barnstable Board of Health,as a pre-condition to granting a subsurface sanitary sewage disposal works construction permit for a septic system in compliance with 310 CMR 15.200,State Environmental Code,Title V,Minimum Requirements for the Subsurface Disposal of Sanitary Sewage,is requiring that the grant of a restriction limiting the combined wastewater discharge flow on Lot 1 and Remaining Land on Land Court Plan 15069-B to 2,645 gallons per day be put on record with the Barnstable County Registry of Deeds,Land Registration District, by recording this restriction;and WHEREAS,WINDMILL SQUARE,LLC,as the owner of said lots has agreed with the Town of Barnstable Board of Health to grant this restriction limiting the maximum wastewater discharge of Lot 1 to 415 gallons per day and the maximum wastewater discharge for Remaining Land be restricted to 2,230 gallons per day for a total of 2,645 gallons per day as a pre-condition to obtaining a disposal works construction permit for the property in compliance with 310 CMR 15.00 State Environmental Code,Title V,Minimum Requirements for the Subsurface Disposal of Sanitary Sewage. NOW,THEREFORE,WINDMILL SQUARE,LLC does hereby place the following restrictions on the above-referenced land in accordance with its agreement with the Town of Barnstable Board of Health. 1. The maximum wastewater discharge for Lot 1 on Land Court Plan 15069-B is restricted to 415 gallons per day. 2. The maximum wastewater discharge for Remaining Land on Land Court Plan 15069-B is restricted to 2,230 gallons per day. 3. Except for an anticipated subdivision to assign a lot number to the land shown as Remaining Land on Land Court Plan 15069-B,no further subdivision or re-subdivision of the land shall be made by WINDMILL SQUARE, LLC,its successors or assigns,without the express written approval of the Board of Health recorded in said registry district. 20140272 restriction I PR- R WINDMILL SQUARE,LLC, further agrees that this restriction shall be a permanent deed restriction affecting Lot 1 and Remaining Land as shown on Land Court Plan 15069- B and shall run with the land and be binding upon all successors in title and have independent legal significance;provided,however,that if it is determined that this restriction is not permanent and Iimited to a term of thirty(30)years,the Town may unilaterally re-record this restriction to extend the protections provided herein for an additional twenty(20)years;and provided further that such re-recording shall occur prior to the expiration of thirty(30)yearns from the date of the recording of this document. The parties intend,and agree,that the foregoing restrictions be and are imposed for the benefit of the parties and the Board of Health and are enforceable by the parties and the Board of Health and cannot be amended or released without the prior written consent of the Town of Barnstable Board of Health.. For Title of WINDMILL SQUARE,LLC,see Deed filed with the Barnstable Registry District of the Land Court as Document No.643,048,Certificate of Title No. 137678. Property Address: Windmill Square Plaza,Route 28,Marstons Mills,MA Executed as a sealed instrument this d�( day of WINDMILL S ARE,LLC By: _> Bornstein,General Manager COMMONWEALTH OF MASSACHUSETTS Barnstable,ss. On this �day of 2015,before me,the undersigned notary public, personally appeared Stuart A.Bornstein,and proved to me through satisfactory evidence of identification,which was a MA driver's license,to be the person whose name is signed on the preceding or attached document,and acknowledged to me that it was his free act and deed and that he signed it for its stated purpose,as the General y2 ager of Win it Square,LLC. Public:C"rh,,, Al- A.eww,x7 y commission expires: 20140272 restriction / J�, ,: .rl,` BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register o CHV 94K. , have the electricity service reconnected, and 3) no one will live there until the electricity is connected. (Unanimously, voted in favor.) Correspondence: Mike and Trish Lavington, 112 Nyes Neck East, Centerville — regarding generator noise at 102 Nyes Neck Road East. Exhibit#1, attached, is a letter from Mr. & Mrs. Lavington stating the need to eliminate the noise of the generator running continuously. Exhibit#2, attached, is a letter from a second neighbor, Christian Swenson, also expressed the disturbance of their peace by having the generator running every day. III. Variance Previously Granted. Nitrogen Aggregate Plan — Maximum Groundwater Discharge. John Kenney, Esq., representing Stuart Bornstein, Windmill Square LP, owner—3821 Falmouth Road, Lot 1, Marstons Mills, variance originally granted December 9, 2014. Fourteen kennels observed at animal hospital. The variance granted December 9, 2014, was recalled. Mr. Bornstein agreed to keep the total of both lots at the originally granted usage of 2,645 even though Title V allows Lot#1 to have additional flow once it is separated. Mid-Cape Animal Hospital sent in correspondence to the Board stating that the kennels on location are not used for overnight stays for animals. They are used for surgical daytime recoveries and for storage. (see Exhibit#4 attached). Upon a motion duly made by Dr. Miller, seconded by Dr. Canniff, the Board voted to grant the new variance: Lot#1 will be 415 gallons/day and Lot#2 will be 2,230 gallons/day- keeping the total usage of Lots 1 and 2 at the amount of 2,645 gallons approved years earlier. (Unanimously, voted in favor.) IV. Septic Variances (Cont.): A. Michael Pimentel, JC Engineering, representing Jamie Surprenant, Five Bay Bistro — 825 Main Street, Osterville, Map/Parcel 117-100, 0.06 acre parcel, multiple septic variances, Board asked for comparisons_ of other systems, systems which can reduce the nitrogen level. Michael Pimentel, JC Engineering, and Richard Capen, Capewide Enterprises, were present. Mr. McKean read into the.record a letter for George Heufelder, Barnstable County Health.Department. (see Exhibit 3 — attached.) George's information given said that the GeoFlow is not given any credit rating for nitrogen removal and he was able to - acknowledge that the cost of adding to the system to obtain more nitrogen removal would accurately cost an additional $50K. Page 3 of 11 BOH 02/10/15 rr 1 Town of Barnstable • anxivsras�. MAM Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi March 5, 2015 Mr. John Kenney, Esq. 1550 Falmouth Road, Suite 12 Centerville, MA 02632 RE: ..3821 Falmouth Road; Lots 1-and 2 A=`54-4 Dear Attorney Kenney, You are granted permission, on behalf of your client Windmill Square LLC, to construct an onsite sewage disposal system at Lot 1, 3821 Falmouth Road (Route 28) Marstons Mills, Massachusetts (hereinafter the "Owner"), with the following conditions: (1) No more than 415 gallons of wastewater discharge per day are authorized to be discharged at Lot 1, 3821 Falmouth Road. (2) The Owner shall execute and record at the Barnstable County Registry of Deeds, a deed restriction, approved by the Town Attorney, restricting the property at Lot 1 to a maximum daily wastewater discharge of 415 gallons per day. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. M (33) No more than 2,230 gallons of wastewater discharge per day are authorized to be discharged at Lot 2, 3821 Falmouth Road. (4) The Owner shall execute and record at the Barnstable County Registry of Deeds, a deed restriction, approved by the Town Attorney, restricting the property at Lot 2 to a maximum daily wastewater discharge of 2,230 gallons per day. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (5) The septic system shall be installed in substantial conformance with revised engineered plans dated October 2, 2014. (6) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health Q:\WPFILES\KenneyWindmillSquareLLCMarch2Ol5.doc r r that the system was installed in substantial compliance with the revised plans dated October 2, 2014. (7) In the event that any one of the septic systems connected to Building # 1, Building #7, Building #9, Building #10 or Building #11 fails in the future (due to hydraulic failure), then one shared septic system shall be designed and installed for all of these five buildings within 60 days of the reported failure date. This permission is granted, without the necessity of granting variance relief, based upon the agreement that restrictions will be recorded limiting the maximum wastewater discharge quantities on each lot. There will be no increase in wastewater discharge flow overall compared to the allowable daily wastewater discharges for these two lots presently. Since ly yours, Wa i er, M.D. Ch firma Q:\WPFILES\KenneyWindmillSquareLLCMarch2015.doc Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments uM 3821 Falmouth Road (Route 28)-Unit 11 - Former Bank Property Address Windmill Square Limited Partnership Owner Owner's Name information is required for every Marstons Mills MA 02648 October 2, 2014 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 Citizen Web Request Page 1 of 1 Citizen Request Management Request ID: 31814 Created: 8/13/2010 3:14:02 PM Status: Assigned To Staff Assigned To: Desmarais, Donald Health Office Anonymous: Yes Category: Title 5 : Section 353-7 g ry' Sewage E.C. Date: 8/27/2010 Created By: Wadlington, Ellen Citations: Health Office Time Worked: 0 Response Time: 0 Request Location: Windmill Plaza - Beauty Salon 3821 FALMOUTH ROAD/RTE 28 Marstons Mills, Ma 02648 Parcel Number: Map: 057 Block: 004 Lot: 000 Request: Beauty shop operating without holding tank installed. 0 Request Work History: D M http://issgl2/IntemalWRS[WRequestPrintPub.aspx?ID=31814 8/18/2010 ;✓ t TOWN OF BARNSTABLE LOCATION SEWAGE# VILLAGE lgf ASSESSOR'S MAP&/PAARCEL A = INSTALLER'S NAME&PHONE NO. f SEPTIC TANK CAPACITY LEACHING FACILITY.(type) i t2 �0¢ (size) OWNER Ak,t , ` vE,tiIA-E.LrM[Tt'� �GC d f—'l• A C}� C�TI� PERMIT DATE: C3 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility Of any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY C. (�nug��••• - r All, 04- - 19 1-71 r�o g c JCE#512-Windmill Square, 3821 Falmouth Road, Marstons Mills, MA Date: 12-4-14 Summary of Wastewater Flows (LANDCOURT LOTS 1 & 2) Existinq Proposed Building Description Flow d Description Flow d 1 Animal Hospital 500 Animal Hospital 300 2 Aztec Repo. 136 Aztec Repo. 136 3 Tanning, Office, etc. 160 Tanning, Office, etc. 160 4 Dunkin Donuts 459 Dunkin Donuts 385 5 Quick Stop 174 Quick Stop 174 6 Pak Mail 236 Pak Mail 236 7 Windmill 219 Windmill 219 8 Bank . 291 Dunkin Donuts 565 9 Office 174 Office 174 10 Office 161 Office 161 11 Office 135 Office 135 Total = 2,645 gpd Total = 2,645 gpd Total Wastewater Flow for LANDCOURT LOT 1 = 565 gpd Total Wastewater Flow for LANDCOURT LOT 2 = 2,080 gpd Total Wastewater Flow for LANDCOURT LOTS 1 & 2 = 2,646 gpd 3821 Falmouth Road septic flows 1/4/2017 Summary by Down Cape Engineering, Inc. EXISTING Building# Use First floor SF FF flow 2nd flr SF 2nd Floor Flow Existing Total Flow 1 Animal Hospital 1306 434.0 904 66.3 500.3 2 Aztec Repro (mixed) 1026 7.7.5 780 58.5 136.0 3 Tanning/Office 1156 72.3 1156 86.7 159.0 4 Office/mixed 2199 275.0 1320 99.0 374.0 5 Quick Stop (retail) 1391 70.0 1391 104.3 174.3 6 Pak Mail (retail) 1890 95.0 1890 141.7 236.7 7 Windmill (retail) 1154 132.0 1154 87:0 219.0 9 Office 1158 87.0 115.8 87.0 174.0 10 Office . 1070 80.0 1070 80.0 160.0 11 Office 899 67.0 899 67.0 134.0 Total: 1389.8 GPD Total: 877.5 Total: 2267.3 GPD Note:Animal hospital is changing from kennels to office visits,from 50gpd/kennel to 75.gpd/1000 sf. Site is not within a Zone II. All second floor spaces currently office use PROPOSED: No kennels in Bldg 1 and replace office with two 1 bedroom_dwelling units on 1st and 2nd floors of Bldg 9 PROPOSED Building# Use First floor SF FF flow 2nd flr SF 2nd Floor Flow Proposed Total Flow 1 Animal Hospital 1306 97.5 904 66.3 163.8 2 Aztec Repro (mixed) 1026 77.5 780 58.5 136.0 3 Tanning/Office 1156 72.3 1156 86.7 159.0 4 Office/mixed 2199 275.0 1320 99.0 374.0 5 Quick Stop (retail) 1391 70.0 1391 104.3 174.3 6 Pak Mail (retail) 1890 95.0 1890 141.7 236.7 7 Windmill (retail) 1154 4132.0 1154 87.0 219.0 9 Residential 1158 220.0 1158 220.0 440.0 10 Office 1070 80.0 1070 80.0 160.0 11 Office 899 67.0 899 67.0 134.0 Total: 1186.3 GPD Total: 1010.5 Total: 2196.8 GPD Town ®f Barnstable Barnstable Board ®f Health eieaC BARN STA 9 MASS. F-� 200 Main Street,Hyannis MA 02601 a �ArEo Mp1 a�� 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi March 12, 2010 NOTICE TO OWNERS OF ALL BEAUTY SALONS AND BARBER SHOPS CONNECTED TO ONSITE SEWAGE DISPOSAL SYSTEMS IN THE TOWN OF BARNSTABLE On April 13, 2010 , at 3:00 p.m., the Town of Barnstable Board of Health will be considering adopting the attached draft policy which would require the installation of tight tanks at existing barber shops and hair salons before a particular date, which is to be determined. Also, it is proposed that signage be required at each sink in the hair salon or barber shop. This policy will not apply to hair salons and barber shops that are connected to the public sewer system. You are invited to attend this meeting which will be held in the second floor Hearing Room at the Town Hall, 367 Main Street, Hyannis. You will be given an opportunity to provide input during the public comment session of the meeting. _Should you have any questions, please contact the Public Health Division at 508-862- 4644. i i i BOARD OF HEALTH TOWN OF BARMTABLE Q:ITIGHT TANKS\DISCUSS.TIGHT TANKS-HAIR SALONS MAR2010\L.ETTER TO HAIR SALONS MAR 2010.doc EXCERPT FROM THE BOARD OF HEALTH MEETING MINUTES ON Il. Hearing - Proposed Regulation: Tight Tanks at Beauty Salons and Barber Shops. �-eo 4 cur, Roots Hair Salon, to be opened at Windmill Square, Cotuit, / spoke of his industry. He stated that the professional salons have good �`°1� � products and the home products bring a higher percentage of chemicals to the groundwater. The past studies done on chemicals from hair salons were found to be inconclusive. Upon a motion duly made by Dr. Canniff, seconded by Junichi Sawayanagi, the Board voted to continue with the current policy and to include the require to add a Holding Tank to a Hair Salon with the following conditions: 1) if the septic fails, 2) if there is a change in ownership, or 3) an increase in flow. (Unanimously;voted in favor.) o Lb?N �� w (';is 'h 0A IINUTESEXCERPT OF MINUTES\Excerpt BOH Jun 2010 Hair Salon Cot.doc ICI � Entrance �5 O Dryers C41 0 Waiting Entrance NAME DATE APPROVAL DWG. SCALE DRAWN BY NOTES Roots Option F /4,� = 1�0,� Katrina Y R.G.SHAROUR Centerville, MA Lund 1-19-10 Entrance 0--------- Waiting Retail t/ A-( Coffee r Dryers O Color Mixing 2 S icf a , a Entrance v NAME DATE APPROVAL DWQ SCALE DRAWN BY NOTES:- Roots Option B /4" = 1'0" Katrina V R.G.SHANOUR , Centerville, MA Lund 1-4-10 Citizen Web Request Page 1 of 1 a e.M: Citizen Request Management Request ID: 31814 Created: 8/13/2010 3:14:02 PM Status: Assigned To Staff Assigned To: Desmarais, Donald Health Office Title 5 : Section 353-7 p Anonymous: Yes Category: Sewage E.C. Date: 8/27/2010 Created By: Wadlington, Ellen Citations: Health Office Time Worked: 0 Response Time: 0 Request Location: Windmill Plaza - Beauty Salon 3821 FALMOUTH ROAD/RTE 28 Marstons Mills, Ma 02648 Parcel Number: Map: 057 Block: 004 Lot: 000 Request: �Beauty shop operating without holding tank installed. �0 )•( Request Work History: o p� http://issgl2/IntemalWRS/VVRequestPn*ntPub.aspx?ID=31814 8/18/2010 f 3821 Falmouth Road septic flows 1/4/2017 Summary by Down Cape Engineering, Inc. EXISTING Building# Use First floor SF FF flow 2nd flr SF 2nd Floor Flow Existing Total Flow 1 Animal Hospital 1306 434.0 904 66.3 500.3 2 Aztec Repro (mixed) 1026 7.7.5 780 58.5 136.0 3 Tanning/Office 1156 72.3 1156 86.7 159.0 4 Office/mixed 2199 275.0 1320 99.0 374.0 5 Quick Stop (retail) 1391 70.0 1391 104.3 174.3 6 Pak Mail (retail) 1890 95.0 1890 141.7 236.7 7 Windmill (retail) 1154' 132.0 1154 87.0 219.0 9 Office 1158 87.0 1158 87.0 174.0 10 Office . 1070 80.0 1070 80.0 160.0 11 Office 899 67.0 899 67.0 134.0 Total: 1389.8 GPD Total: 877.5 Total: 2267.3 GPD Note:Animal hospital is changing from kennels to office visits,from 50gpd/kennel to 75 gpd/1000 sf. Site is not within a Zone II. All second floor spaces currently office use PROPOSED: No kennels in Bldg 1 and replace office with two 1 bedroom dwelling units on 1st and 2nd floors of Bldg 9 PROPOSED Building# Use First floor SF FF flow 2nd flr SF 2nd Floor Flow Proposed Total Flow 1 Animal Hospital 1306 97.5 904 66.3 163.8 2 Aztec Repro (mixed) 1026 77.5 780 58.5 136.0 3 Tanning/Office 1156 72.3 1156 86.7 159.0 4 Office/mixed 2199 275.0 1320 99.0 374.0 5 Quick Stop (retail) 1391 70.0 1391 104.3 174.3 6 Pak Mail (retail) 1890 95.0 1890 1 36.7 7 Windmill (retail) 1154 ".32.0 1154 87.0 219.0 9 Residential 1158 220.0 1158 440.0 10 Office 1070 80.0 1070 80.0 160.0 11 Office 899 67.0 899 67.0 134.0 Total: 1186.3 GPD Total: 1010.5 Total: 2196.8 GPD LJO 0 ococ-A--11 ooceoi ioc 1--.. Amk EXISTING SF.PTtr.I FACH PIT fI n'.'. K� �. b-k 27 Feet to Staff Restroom . s Y g UP—, a$ fz t + z';r i7 N$� Trot i1 2i(� t f Si �k �5 51/2 Feet to Staff Restroom `{ - � •�. 3 �� F dx .J d't�,(�,���� i W�,,,,�.Fc x.na$�"r�g{'e fi '� q h S 5 a s ` J�4�,,h Fix x1U ofw3y,�v^f'4w 1T � f ld M hbl+ 6 /12 Feet to Staff Restroom has sink en ,suete srJ ,MF � bA, `,ra`S � ' y �it ti�^t y }�} ♦j6S r rt7a�4yf�i�F.*r%"d b a�' >S 1` S 'm,4R, d*"ON-0-*, m-'ll ���� 15 1/2 ft 4t Ni 00 N . klr is 1� "'). ��'C� .. � Zx 7 1/2 Ft yA 0 1/2 Ft v w � t° r� � 3� _.Staff, -� �3 LMAV .' ,ua .tZ,Ns '1W tt1I N.. �J 4 y�� `lj� l1- Stoi 3 r'va� 3 �5g y, try: .,ram IRK qsi �n. �h$" t,� - i �,1k'4 r.' ,i's.'r^ff' �s' +^ yi �{'�E a>'ea Enter, / a ot n Pr�j'°F`crt+arf �t F." W 8:00, /o {7E, p pt iss • ,r ,f� `. Area, a v-. ry 1 Treatment maLJy ;7��Mr H7j. is er'xy4 yrz'SY MMM }�2k� 1hti �`'v M1'", TW 1/2 Ft p Ft ✓N ;. *i - - '--—- :�.. —- ------ s s r.-ay4.�y.i.Yi *�7f4 A r {' o + � r �} '✓ w. �i¢ ��3 d �,. f� r1�dhyik"�g {�a� s { S 5 t j r�n'�.�' 49 ,.'f. xi. i t l ;�' "wax.. -ytr2�r"�€h�� Main.Entrance y Q1 t.H + `4 4G FCh'N �y r rr`dt c r l a11as g R2 Bith a Tire atme t Roomlow a -----, Treaftnent Room Massroom I Event Space r- 1 , l $ as 1 ; toys 1 It B�Y ry i z r f o2_o h GENERAL NOTES A ROUTE ao.wRIEBI 2$ °"HUEl9E 1N_.-CCE'N'tTITLE S OF TIES-I- CIE ENYRIGNNVMRNTk C00e AND MY !il P NEM ,awPLlcneLa LOLL auLEs OKPNGESTOTN49 PLANNUSTBEMPROVEOBYTHEBOMOOFHEALTKANOTHE / BISWInULLON SEPTIC THIN AB SEWER PALE \ 'F!R _ DESIGN ENGINEER Ci .m SL�IT MBL Rm.) __ S.8CHEDU IJO o wPE W1M WATERTGMJOIMB BNNL BE IREDM 015POSY •7 1�3,'1 `\ rct Bs rNEaW9sE NOTED. OPREVE SUE-GOT.THE PROPOSED FINISH GRADE SHALL NOT BE LESS TRAH B OB 9F"AVN EOOB Oi VAVEME gE'AEp N,yJ 0.0 El¢vATIOn•BT.BYF ft oISTPnC¢OF 1BISI. OTN¢PERIMETEROFTHS.-U.-I H3mun SpNMe 3 TI STM SEPTIC LEACH fNI TO EPUMI£D INVERT MlT EL• L. / \/^ J ANB MIL GEOMEMB ESESUND ISPLACEATLEIVSTFIVEFEETFRONSAS.AHOTNETOPOP tlev.•1-1 WELL AND FLLLEO WITH CLEAN EAND OYP.OF 51 /-TYPECONNECTON IT".) B6sP IT'#�1 � 1 THE LINER IS HOT LESS TNNJTHEBRUMBUTELEVATOR / - _ S SLOPE ALL SOLID PIPE Ai,.SNMW.- CHI9ASN 9- O -I'I I_ I a T11I96YSTEMIS NOT BE9IGNED FOR A GMBAGE DISPOSAL. RIM EI.99.Bt' _ 0 0• _�EASTIe1G DPNNAGE LEAC" T LOCKBOMDOPH-TOBENCTIFIEDPwORTOGACKFILLINOWHEHSYSTEMIS NENGYCONPLETBAND RFADYFORIN9 ECRON.BYSTENISIOTTOBEBACKFFLED ® �.D e / I: J 1. I -CUT FR9T OB NNMG APPROVA FROM BOMOO HI-. �❑ \ / ❑ $ 8 O- BLDB I ELH TIDNONSSRSEOO"ANABSUNEOOATUNOF-IING.0BTURE°FROMTHETOP°F ..I 'I..'I. i A SPINDLE 0.93NOWNW0.AH. C O EXISTING tI06GAL a FYJ6TIJG ORPWAGE GTCNBASIN (ROtOPoI OI-E TORBHNL VEPoFYPLL UTRIiY L...-N. ..SITE RIICTIXJTHRIXIGH _ 1 1 B ENDANEAT LEA9TT3HOURS PRIORTO COMME"CINGWODREPANTEAT,T15DGSAFE NID 3roB ONSOH PUBN I' d-•YTBY] ENWNEFR.THER MPUCABLE AGENCIES REPORT AYY OISCREPANOES TOTHEDESIGN CHNIBERUIVF.RTIN EL•B9.i5' (9T.]9') GRE0.RETMP �� B / TOF•IO2.HZ y� ' O CT TO p µKING+500f.AL.SEPIIC D]' 0+50o0AL 6EPTC wPoGYI O ICOnTRACTpHTO � /I 10. ALL NSMS WXEPENPE ENTERS AND ENTB CONCRETE STIUCMRE5 SNAIL BE NAOE SBpXI _ eNN(CIX+TRAGTOR -_ - -.WTEL•9&.0 vEwFY)INv.OUTEL.Sh IBB.DI I I WATERTIGM. MAP57 -WRO"r -- ---- / NODE3EUINATONASBEEHC EAaTOCOMPLIANCEWRHOEEOE00RZOWNG EASTING150OCAL.SEPTIC REGULATIONS ENAPPLI ISTO OIYMN SUCH DETERMINATION FROM LI.I nDi ARCEL] �', ❑ I 1 )NV O�°ACTOaBTO ' .OIL_ _ i- I / I I FUTUIID SYSTEN APPaOPwAT�NrtHORm. p"HASE all 12 ShICONPOnEMBSNNl YATHSTNID KfOIOADWG UNLESSLOGTED F LOT 1 O I 1 �•l9i.ii1 / BLD7 ,E,.II I �. , / UGEO�VENEM,OPoVESORTMV INAYSIN-ICH-THEI SHNLVJRH9TAND Z 1IF BLO4 ' R-P., J I / IS. DOJBLEWASHEDCRUSHEDSTONESI BEFREEOFALLDIRT.DUSTA IFINES. LIJ I 1 nKIrc DONUT aulK sraP roP llxlr BKKD 1 I / / X3--�a WHERE REQUIRED.CONTRACTOR 9nNi REMOVE SIDSEOLE-UNNlou"SURABLe Sf °U H59GPoI 5 MATENBLURURENUOEF TNAno GORSFr.on ALL slI9IFOVLEAp9xc PINES REPucE NLER UN SLE NATEPoAL SNCLEANOOARSESANG FREE FaOMCIL GWE90R a IORE65E-°49EO TOF.fOf.W (n.cP01 f°J36 GP0) / ro ) i OTHER unsuR>BLE MATERINwACCORo.NCE wRH 9iBCNR,S]Wal. BISPOSAI TOF•103.0] /' 15. CONTRACTOR 6HALL NOTIFY DESIGN ENGINEER OF NO'DISCREPANCIES FOUND IN SITE _ /�` / j- /'•/' COx°RIONS FROMTN°SE SHOWN PRIOR TO CONTNUUVRON OF WORK YMTPI �1 J ,��j/ _ �'�' -' �` /O PROPOSED PROIECTI96HOWN l3 M�cE110N Aa5E6SOR9M_ EUG-H.-BRING S.POILE. I \ MAP 57 Ra `� YNEa OFRECONO: DMILL]OAURE LIMITED PARTNERSHIP BUD 8 / �^ xF�.IJLo i D OFFSTTE Sp " 1 BLD31.1w�i9a SFs / \ '/ ' ��•Y / sBFnD FENA aooD ZONE a cwNurvm PANEL NO. Z IWftFaRAreD �y(y(j'F.��. p rwwnc• T 11TAov TEST PIT DATA o1 -G` YY � � oEEOREFERENGE:S +]`^>L_..- °C '^I,''/•'X}' °(ISS.Pnl ce ` ,N \ OF•t0. rl�d5 j 0. PLAN R�FPERENCES:A Pomry ;�,: JJ((ii�A sTHG, B,- { I, `G FILMS TO 9 SOB KC„ `\/ E f'�..�/ / PERGct `\���w j M:6an„n wnlw lG P✓w>7B1e 1 ��F I• IMVVa UT EL• FICE O \\ _ i evu TO POTHAMA INT -f°:7r DF,I.D a;GPD, / ,� DolT2"GAL-E1�RSATERATIDN EnIERECDRDEDIn OTEBT PR f. I T. NATIVF9UBDMS�N PLAN OF LAND LGGTEDIN BMNBTABLE-NMST NU.. ++T.3ob MAso IDREPAaE0 FOR RENIPROPERTY SERNCES IN ,A. V 9 _4'scuEOwnTO Ary wp1. aIC•Bc �B5t STATE NTEM ION aF ROlRE 3Bl ALMOUTH ROAOI NPAGE 3S FIVER RYFI I E p / KIFCHaFP TOF•,o20i. X p / /��r�� 141, PERC RATE .2w 1 1. ALL rn6TUReED ARFns sHAu aEREsroRE°roowGEINCONORwR I XISTIHGISWGAL DEPTH GP PERC• 2 B DP CrUUNEINFORNAT10.N15°ALLY APPRGAMATE THISPLWISMBEUBEDGNLYF°R TExTUMLaASa:Po THIS FILM Eq°T ITSUNTER.EO WnROSE.NOT aSsuNEAmuAeum ioa USES SEPTICTANN 1 / TOF•t020B �\" O / ``J B 23.THE FOLLOWINGO-T-OUITERYMI CESMENEGUESTEDPURSUMTTOSONN� �FCUNTPACTOR TO OF HEALTH DECISION OFNOVEMSEF RTH,26BB: 2 IBrv.OUT EMI. . I 1 �IIICErtIL / FQ (t)�A,%Vu+IaNC¢Ia.B'-3OIFOR THEOEPiH OF COVEROVERTLrt PROPOSED 6EPTIC 1�REISIYSTEM 31p 9B.65 CIHAMt4 CARNNCE(J.4-]YI FOR THE DEPTH OF COVER OVERIHE PR°PoBEDRIMP NDERGROUND UTIUTYLOGTIONS6H ONTH PVN EMPR°NMATEONLY.THE CONTMCTOR IR IS...NSIB.I. INGALLUTITHISPBR TO-I.. 1. I� B BRSR _ MInIMUMREouIaED1N9PEDTIONB NECESSARYINSPECRONSNJWORFERTIFIGTbNSREG DBYCWESNi t`-CR / %/ i% FFF NP DIESSHNLBEPERGORMED.RISTHEPESPONSIBRIT'OFTHE 1 O OYRT9C ONTRACTORT O(IFYTHE IRSPELTHG AURIDPoTYATT"EFROPERTME9. ` LEGEND p 1 2AN OPENCTI:NSPECTONOFTHE LEACKNOARFAJW°TANNS WILL BE REOUNEO. J;. (ytrP { 1� p` e NGG,K A wRSPECTN O HE FACN NG FREAPwOa MPLAONGPEASTOnEWILLBE �C, 1�9 =HI 9afiv REOUIPEP BLD1 1��\� / / J 1]aSYI ACTUAL ELEVATbN A9buIlT- -I 5+'-r 11a -L�Si q l., Z 1.NBPHE FIMPreIDSHALLBE PERFORMEDIN PREBENCE OF ENGINEERING-HEALTH NIIMNNOSPRAL \\ - EXISTING CONTOUR .n ��C. // 1 ISODCPoI L 5.- e ��,O\l] 8.2.'���,- o �/IB).. 1 TOP•IO2a5 '/ ® PROPROv0ose05i0i FUTwEs Off_ ,5 .G J;Y EL.-ER. A _ 1 FUTURE SYSTEM CONTOUR i LAC O ' .JI { ^�= 1 PERCRATE• NIA (PHASE III -enK EXISTING ELECTRULL UTILRIES / FRO -na- EXISTINGG iX ` J o-1 )I OF PERC• BY APPD OESOIPiION - J / 1 As LINE >LIu "AS-BUILT"SEPTIC SYSTEM / EXIsrwc sEPniciNAra G ` �� J \ f ) Fa 0°TD PHASE I, SHEET 1 OF 2 / 00 POSED W20 I SIX-SEPTIC TPNK t \V .y ' `i, I C 1. � ` �! � ; "AS-BUILT" PREF 2-E- 00 PROPOSED-1.20WOAL PUMP CHMIBER .j8 ` �l �ppt +Y� o y. `y)1}f Cs �,,,,Y HOLLY MANAGEMENT -R�`APIPE ) -O-B f La1.11'1 - PLAN LDrnTEDAr /� --_- RFO Ce°PVCPRESSURE-E-1- O -BTIHGSEPTIC LEACH PRIL_N �, Rev ] WINDMILL SQUARE P APPFIRSNATE UNLESSFRNAEAN°COVER SOLD PV PREESLRBwPE O GNOYIN TO GRADE ON PLAN) � 3821 FALMOUTH ROAD MARSTONS MILLS,MASS. I _______ SOLID PvcPREEsuRE NAwFan ® EXIsr�xG 6Elmc wrwON FRAME :. � �0 s. -7D 31e I'mnsloia SCALE:I ING,INC. cN•3B FT. DATE ALLYIe,1W5 PERFOMTFD PVC VENTPIPE !!]] URNIGIDS-N. TlO" ---- "TPIPE O BN6T HG CATC"GAsry x _ INC. M n EAPREP STRII FAE LEACK PR ILOGTON JC ENGIN ♦ Y`��..+Y+ff� VV(t �f! GplLL EER -�L=- PROPOseD ELECTRC LINE RLOBIIFFUNNEANDCOYE 1`V ,!!P�"-3 1�!I�i vn w,O-d 28M CRANBERRY HIGHWAY e rinTO c DI`9N�H Gsr IROx PP.w.E AND EAST WAREHAM,77 02538 SITE PLAN ® RTDGRAD LOCUS PLAN 508.27ANO'M SCALE:V-IWI TUBE. a,�Rn PMP os na �c , TMH9 nLE DNPLE,f 1EWLCON—ER HE.I�Er qIT^ NEMAA]uncTlOry Bai cOPR091IN RE519TANT s HOISTWG CASUE 7=is sraM.E99 STEEL . ABLE COnnEcrORy 9VPPGRIED By t�,x' m O 1,780 US,STRENGTH FIR) a vERFORATEO scn..O wcVENT PIPE wC CDNOQIT JOINTS TO BE MADE wATEPTI°Hi TFS+ TCAR FIR, •" OauL vuvE w)uwOx9 DYR.1TO 1DOUBLE VIASHED STONE TO OF' PIPE _ 20F,/0 To 1?DOUBLE W/SHEDSTONE Hui "V DISCHARGECl.40 OSCXMGEPIPEFYP.1 FINISH GRPce OVER IFACH..G EI 100.fi0'-fOOAD SET ON MANHOLE TOME AND PROVIDEcwERA°AST 11ONNANHRroE _ ]aBULEIN..VALVE FIR .I SLOPE Q2%M ° TOP 97:zz 1r1 Two RIBA NE9 RUN.INO0EL SEV SttL TOP Of 9A9.=97_6S 11cOVER fMBo9µEO wlilf'S SH GRACE RR') LInLET TFE�. •"' �w��EOF PA55 nCSTfSOLm.4T°T°R ]'5mNP FHANSER ] THE LATE E I NTINUOUSPTCHBACKµH 99 9'-700 0' .oBP SINEIP Ru AT mE ENo of EEo 1H,o E "CH u CPv 9525'� 2MI NOTE:PUMPS MusruTERnATE AS LEAo v BAU TO FoxcE Man a9 ELBow INV.EL H.esB T RU SET LEVEL eorTON OF TREnu1TO eE LEVEL EL.= 9e_e ' V(96.55')E (9A.05') 5' IN. INTERIOR DETAILS FIELD PROFILE .w.sa -IROP IN. A'SCH.owe NOT To SCALE ITO M'7 i•oa •5193.79•(93.96')R °E14 O FFroIsxEOTGR°noE ouEcoWRss 9H400'J +e EVE _ CO RRTE s°wrtx'sEwfal (96.27') OUTfEi rE E OVER THRusrw #—IN'T uTeoo_AT ORl ao PVC 1 1AHA�Fa[an OFTCNlR CONCRETE AT NFORATION 114 AT7PERPO acL FLAT— ERTOF.•FE auTEO scH.AO vfrvr OUIL-TEUS, AS too.a-too.t D KA A souo RYP.) DKITYP.) wn OF uiERAL PVC us .STONE 95.08' CONCNE�A.EO BASE CHAN—�_ MANUFACTURER ]c MAX 1w. SS S sa eBl 1-1 1EIGIT WOi SNALSE 9T LENGTHfAUEOONA ASE TANNEAND Rs iOBE wATERnGHTSPIIO ATE PROOF. i rAxK DMEn ARE PER AGME HATCHVILIF.NA k 4 4- (93.90) / (93.84') TanocH sxLacH _ PROPOSED H-20 1500-GALLON SEPTIC TANK 93 75'J gg5g' In¢E(sas�l Nor TQSCALE HEo sT £A ruvENrP)APwG� LATERAL CROSS-SECTION i E q NOT TO SCALE PACTEo BASES iH wm7H HEICHT L__E G 9 S PLAN VIEW FIELD END VIEW A-A co NP 1zo F$ d2 w aTAnK rnM BE To av nrEnnoiT AA wATE__.G NOT To SCALE x°T TO SCALE 1. En EXTERIOR DETAILS xATCHV1uE MAs t/ r PROPOSED H-20 2000 GALLON PUMP CHAMBER PRESSURE DOSED DISPOSAL FIELD N.T NOT TO SCALE DESIGN DATA NPAVEDANEAs CONCRETE OF CC�C vEMENT wEAwncc e'INm.)xm-CONwe*E sFAi+.E1 n.7m s.F.la,An) sAw FEDGEUTo ..'R—�Flry +• ,Aoe S.F.OFFICE@75 GPD7,m0 s.F. vA cFo an CLENH FULL THICK 9.lINT BACNFu.~'xE FFME,Erc.: BasE AND REMOVE OlO - Tqn) OVE A.:�•.TX.-." GEGIAeE l SCO S.P.@ 75 GPol f WO SF. FA x III nt%s.F.@wGfol t0a0 SF. OP SLAB. 9rRNGHTE (I+Al St29.f.@50 GPO1tW09F, PEINF OAD.N.��� rTF FUECTORSSN1 SF.@75cPO7,o00 sF. ]B fLOP° .C.T nG Ra+E IN BED OF MA IDE APFR LBORPO IDE IMNu75: AR plB.)� G D•2 BSEATS IF+AI@20GPOEA MANHOLE FRAME SCOV L�1Ega� 12 cOURSEE > •> t IMIN. OFFICE(2m 1):110 S.F@TSGPOf,OBOSF. HSiGPD CAST OiOn fwDMARKED 5E ADIUSTTOREQUREDGRADEW e_C 0URSESW,OL)ANO L�I2 F4iER FASWc,IF REQUIRED Ou1FN55tt]P(ta At t]9,9.F.@so Gt91foo0SR I°�STEELPAE_ CEO MO pnT40R E0U VALE GNAv[LB°RROw GE 12n1 AY t]9t 9,F.@75 GPOtf000s F. �ZB_GFO POLVFROPnENE Mr STEPS c°D'ON �C0.LMSAND YB'BED LOw GRADE �un9U TABLE % CRUSHED Em°°;A s ®AGPD„ooD9f �NEMBEDNEN T OFM AnnGFDP TMDREFGLL, aQ °pEpE STONE, fiC R HHO S.F.075 GPO It000 S.F. Zd�GPo 2d'.A � rt vwwHaE EO SELECTED //B/ Ux TOTAL PHASE I DESIGN FLOW: 718fi GPO �C=QIVCSTEN.HCCR CONE �rEPUL NT2L4'FS Mac iUIaeEO ROCK———— RNT TO BE 9EAUE0 uxD19TURBED FIRM MATERWL� K n SCIE91 b wrtH ST'"ITC 9EAiarvi RCDErE7mon of DESIGN aav= �P TRENCH DETAIL-EARTH AND ROCK µ�U3E ANEW 1 S00-GALLON SCPTICTMIK — 'Y0IANETER / A,cO a Or gutE =SECTIOHS 1 f oEs1ONAnon M,99 — .I ,w TABSORPr r TFM DTon a 5 OUTSIIEE�� DESCRIPTION �7 slv 201(O.T DVD)9F.�a GPD5.F.1• ++& GP DATE AFPD.CEMENT CONCRETE cuss•A• REV. 6Y TDTAL LEAUBxG AREA- 'loos B.F. SE1 a1ovE CRowI`7 'Nw +.�]eAP a1oQND aPENwGs "AS-BUILT"SEPTIC SYSTEM ———————————— aF HlGxfsr PwE FORRPESll'UWNErE"AND PHASE I, SHEET 2 OF 2 DES, I—.„R°° , .Po PLAACERUBBERBOWS �9EA"n�OBEPRECAST 'AS-BUILT;' PPEPAREDFIl OHBOUIREasln 1.Sv4E1oAY rwo IT�L So>�EK g GRUSHfosTanf eEoowG HOLLY MANAGEMENT _ _ GONE PLAN 11UO.NascPol n2r WINDMILL SQUARE oESIGDosE: sx] USE A NEW 2000-GALLON PUMP CHAMBER PRECAST CONCRETE MANHOLE(H-20) MARS FALMOU L ROAD MARSTONS MILLS,MASS. TANCEPEWNEO BEIWEENPUN O ANDPUNPOFFFLMTS: nar TO SCALE NONE tE AAv 19, r • 123OA YCLE — SmcAIAT=g FT1cvCLE Y{ STOWwE REQUIRED ABOVE INOMING LEVEL:t_GAL T vfu I75 GAL JC ENGINEERING,INC. _ _ ————— .. •2854 CRANBERRY HIGHWAY oEst = Ao9nEFL .muNKln DONEA BEATS @ EAST WAREHAM,MA 02538 f s GPo sa•2_mo 508.273.0377 USE EXISTING 1000- 1_01UI GREASE TRAP � 1 r / 1 ROUTE ILO. IES128 " z —-- —— — ——— TILE s P r»E STATE EN�RONMENTAL OIE AND N P MIGTBEAPPRO —---- --- '- APPLGABLELODALRDLEG. � 2.nNrOHANGEBTOT«S BOBrTHBBOARDOFH-LT»AND THE a /rs °«EREMLwsE I".oreo p IGHT IoerTs SHALL BE USED M DLSPOGAL "n-F sAASM ATo i .. .,.,- x«er ON nT.l t f w�R Ou_. ..a lsr.,zy -..� FpoM SAS All rHErP UP ossERv x w-E ..' ,ones wEu - f ( ^'-' i ELEvwraN ®:: 1 o"�ExLsn DRwNACE LEacH Prt� ...RIu ss.sl ¢ .. P� i S�TE'GTANNI READY III S,SIECI.1. 0 a 1 OeE eAcx PaLEo ❑ D I o BLD 8 oE,a es usL OBTAINED v«our«E rov of BANK ExGnuc DRA w.cE vrcHBAsw IZR,GPDI �' :;. RAPPurw,BLE ACExnes REPORr I I sl '�„'w ^ Axr scREPA-ESTOTHEDESIGN MRTu I]eo'1 r - I .kJ/ TGF•tox D AP 57 �' — _- ------..—------— __ 1Eoz1 ; HIS Ex ERs wGExrG CG"GRErE s a ruREG G LRE GE _. ANT a TI OBTAIN GNCH DETERM xnrlOx FROM �., PA EL, _ o l: .... - ,. BEIE,ERUIxATION«AS BEEN UAOE AS TO couPL AxcewTH DEEDED DR ZONwc REGuunoxS.owxawAPPLk r ' � uTURE APPROPwArE nurHopm ,z, uL SEPTIC Srsn=u OOMPo"Ears S«Au wlrHSTANo»,DLOnDING UNLEss LOOA,Eo .. + uxoERPAVEUExT ORwES OR rw,veLeo wArs l+w«c»GASET1 Er S«uLwFIHS-Do Ui I LOT BLD7 i / IPwsEil Z ,W$ ,, BL04 1 Pol W ,AA ouNwN DONUTS BLD 5 BLD 6 ' �� r /' ro.S! esBGPoI oz+> o ,o.o w °c AN B TOF-,D,.s, OuxsroP PARMAa / j Q roF•,ozps (171 DID) R,e GPDI / OTHER UNSunA HATER-Ix AccopDAll—s,o crop s,1SE(1 vc NEs oR S ouNl x SITEt OOxDD ONS FROM THOSE SHOwH PRIOR TO GGNnNGAr ON OF woRR IF I a / MAP 57 �J� o /" PROPOSEOPpo Ecr ss own ASSESS. BUD I \,e ,oe,essF BLD9 \' \ j --",a.. "W/ r. Foopsss: coPARTNERSHIP E. \Y" // zs7—NO STREET «vAHxls Me Ozsu, 1 t (( O .PDI r Q ' I MA FLOOD ro E IOMMUNmPAHELND 111 i � �r� seF o ' »E D IS PLAN REFEREIG- LE BOLD e0 ° w DF�P,.D „e,�PD, ,% r' //\/� ,`! - . PAGE ALJE TaNTGPUTx<Lnn� F REOORDEI N zs BLD 11 °y `P� INi lEoxsop I oFFc vw E IPuuouro�IaNPAP t 1„S GPDI I' / / r„ ,�j �?'` a , 1 STAr u RATION OF RouT cDiEi, - t j. BLD2 F., /XI o ��,r" -n Lin ERC RA t r O sz ez Q�(�P DBP, E. EETE OT BB ME ANY MRILm FOR DBEBLY OF 1 TTHIS I rvOwIFHER MGS OT,GipuR INTENDEDauaWSE`" r«sP1AN Toe-FOR US THE<oU.ER ST Ru"cES ARE RE-ESTER PURsuANT TO.-N. t f OF NOVEMBER,ST«zoo, fs ysT roF•,Dz �S�L lac-sol FORTHS DEPTH P COIER Ov THE PROPOSEOSEPTTc b ! -SXARwNCEg 3.1)FIR THEDET GOY tP�ASE iIn sT,=M ZII laEROVERTHEPRaPaSEDPuuP 4- f sPOxs�LEFOpL«A'IN. P NARE�PROxMARTIN THE iuTu nes Ppwp rosrARr Nc`r a orR re a a' coNT TORTONOTFr El SPECnNG EAOrtn`OMTva;T'E'Eq;,'o'.'MTE ESAxD OR L I LM a xPEx«DLBNPEGAxGF THE LAG«xG AREA ANIrANRGwaLeEREGDREI 1,ANI INSPECTION OFTHELEACHNG AREA PRIOR TO PLACING PEASTONEDRLLBE f nx MBLD1 .:\\\ I 1 u _ > \ A <�S 4 - �� sr SHALL BE PERFORMED m PRESENCE OF ENGINEERING All 1-TH FALL - -- rsnuG coxr0 F I J e I < INSPEcroR PRPOSED SPOTCRADEs ` `}o y�1 'x1 �. f ELEI A D nIRES.GTEM v PRDPD EIODxTOGR LO --off ,,, — PEIC NATO CU � PH GEE, p —E F ExIGraG ELBO R c DTI nB8 PPD EXISTING LINE �fJ 1gp�''c„ .r�rKF _ AS-BUILT"SEPTIC SYSTEM i 1 Ex G WATERLINE � it` � \'G Geti't." I�'�s 7 PHASE 1, SHEET 1 OF 2 PROPOSED I.zD,sro;yLL.SEPTIC TPAX D °O ..I PIT LouTrox l' '.a1. iPREPAREDFOR, -... . t oo PROPoseI l«zo z000-GAL.vuuv cHAuscR /` "AS-BUILT" HOLLY MANAGEMENT sDLmPOP�E xGSEPnGTxx S v»� t s rry PLAN PIT ILODATION o �'' ° � \ I.Y.zn WINDMILL SQUARE / ---- soRF we vaEssuR¢v ERE LATERAL PIPE wwx rD CRAGE ON PIau1NEcovER fJ<+ M 1,... �`� ,s_. BE- RAGS FALMOUTH ROAD o EXISTING sEPTk LEAc» `Cr"`'P ROXB.v,TE UNLESS FRAME -- Pvc PREssuRB UAwFOLn EXIsnuc sEPre usTlRo I >e_'i S. RLmn, MARSTONS MILLS MASS. ORATEDwcvENTPmE AND covERroGRADE '<y �\ �� ` ��lsSCALE: I yr ( Ex15TWG O wsTlxc GA_AE. `1 , ) .�.. q,, 1 ....� T ...." v,D 3 trW_`J IRRIwTwN ..._ - PVG vexrPPE ° , z wsu STING IRA MACE LEAc«Prt ILOGTION r PREPARE BY --" '- -- _- --- PROPossDELEcmkLUE PPRoxIMAre uuLEss FRAME AND covER l'aw t "' �/). 1. i1 G(Y�:-'�I C u,nN„s.M i JC ENGINEERING,INC. s«owm ro cRnoE ON PUNI L ,orR lre 2854 CRANBERRY HIGHWAY CENSER TO IRA cssr nTGN FRAME AND No mo,,:wm., EAST WAREHAM,MA 02538 SITE PLAN 0 CENSER LOCUS PLAN Om.Ma 508.273.0377 24 _ • iZ -- Mails 1 _ i 4cijI' I I • •` : - / Li-,.. 4 1 I 1 I -� I L i 1 � 4 � ram.% �11 I �I I C� 1 � �'. j - �� �( � i �__ ' ©V., LOTI O AS V' N ON �� ;: E - L.0 PLAN 15069 A �` � �_ of a t j Q�U _ 2 .48 s Acres I I 3 - ; 1 II I \I L! ! tea I I I I il/ Sz a I ( IiI II � I - 1CK �A � - 4 I 1 O ,;- Q r c� ADS 1 - p �`F,� `_. 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VARIES 28 pY1 Y �' 4 - 1 I O LOC L 3 305.55' m ` / gp \ N73017'20"E , i, �• r t O tS o LQ LP LPLP LP 28 v O o o LP BANK N CA) I o� % ` 290.55 GPD LU -t ti I • �, m 1 TOF=102.42' lb LP LP '-} 4� _= ,. • ' , ' 1 1 z LP LP Uj I LOCUS PLAN _ � TP 2 � � WINDMILL 'O1 \ I � SCALE: 1"= 1000' I I 10� I (219.375 GPD) / / TEST PIT DATA TEST PIT DATA O DUNKIN i 1 I PAK MAIL 1 DONUTS TOF=102.43 I �-1p2� / / AGENT: Sam White AGENT: Sam White L; I I (459 GPD) TOF=101.93 RAZMATAZZ (236.25 GPD) / / EVALUATOR: Samuel Philos Jensen EVALUATOR: Samuel Philos Jensen o (542.3 GPD) ` l / DATE: August 7, 2003 DATE: August 7, 2003 LO .' ,:+• ••y:. I TOF=102.03' OF=102.17' / • j: y / �03� TEST PIT#: 1 (P# 10,539) TEST PIT#: 2 Q 1 :� ��;•�:M�. 1 � / � � / / /� ELEV TOP = 100.60' ELEV TOP 100.70' = - LID0 P 1 •.: •, ; I'\ C F 10, PS O / / ELEV WATER= > 10' BGS ELEV WATER- > 10' BGS '9J, 1�.,`/,i PERC RATE = N/A • r ' PERC RATE _ <2 Min/Inch 100.E DEPTH OF PERC = 50"-68" DEPTH OF PERC= N/A OFFIC ,�/ �Ps / / ,,,•:•;. �F / / LP TEXTURAL CLASS: 1 (173.70 GPD) TEXTURAL CLASS: 1 OF /HAIR � � / 03� � 0 100.60' 0 100.70' THE DOG TOF=101.95' / Fill O I v� ' / Fill Z � •. �'• '�, � • r• (365.5 GPD) . % ::J•.; — — / / / / 104 J 21" 98.85' 18" 99.20' Sandy Loam Sandy Loam `�• OFFICE C� 101 / / BPS o / A • �•'•'y��•X� ' � t � � 10YR 2/2 10YR 2/2 I I • • ••• (160.65 GPD) 9� 4, / }�, / 24" 98.60' 21" 98.95' TOF ' Sandy Loam Sandy Loam . ',.,,•�,y:.• ..., '• � OFFICE F •••• •''_ '�' 1 �)` / / �` / 42" 97.10' 43" 97.12' PD (134.9 G ) / S t� LP / GJ�Vw .0e 50" S I ® TOF=102.02' C Medium Sand C Medium Sand � O O PS _ / '�O`L �J1 68 10YR 7/6 10YR 7/6 AZTEC (136 GPD) �� `,PS .•.� ; No Groundwater No Groundwater O +� �r•�•, Observed Observed .. T�-- •i� ,.. ,.. / / / 120" 90.60' 120" 90.70' 1 / TOF=102.09' / O C E C •y,p:4 r� •• ��` / / 1 �— E/ ��� . - :�,�' P LEGEND 0) '� ��/ EAT/ . • �� ,�•• 0') EXISTING CONTOUR /Ef f LP i nJ 50 PROPOSED SPOT GRADES EXISTING E/T/C / IRRIGATION VP 0, / 50 PROPOSED CONTOUR I � m WELL / / / IV , E/T/C — EXISTING ELECTRICAL UTILITIES 4k. C)I :�• • • / � GAS GAS EXISTING GAS LINE / �\ VP �.• '�••'. • . +• W W EXISTING WATER LINE I moo J , . • � .. 00'r / ,Lr- / TEST PIT LOCATION oo EXISTING SEPTIC TANK � PROPOSED PUMP CHAMBER i-T EJ ANIMAL PERFORATED PVC PIPE \\�` � HOSPITAL _ / N\\ SOLID PVC PIPE 500 GPD) \ \ \ / — — — — — — SOLID PVC MANIFOLD 1 ^O oM r / 1 TOF=103.05' / II / I REV. DATE BY APP,D. DESCRIPTION 'I 1 j PROPOSED SEPTIC SYSTEM UPGRADE f i PREPARED FOR: / I HOLLY MANAGEMENT LOCATED AT I WINDMILL SQUARE MARSTONS MILLS, MASS. SCALE: 1 INCH = 20 FT. DATE: OCTOBER 14, 2003 0 10 20 40 80 FEET PREPARED BY: JC ENGINEERING, INC. 2854 CRANBERRY HIGHWAY EAST WAREHAM, MA 02538 - - SITE PLAN 508.273.0377 Drawn By: SJ Designed By:SJ Checked By: JLC JOB No.4512 SCALE: 1" =10' ------r-- -- INSTALL 1-1/4" PVC WIRE CONDUIT TO BUILDING. JOINTS TO BE MADE WATERTIGHT. WIRE PUMP AND SENSOR TO 4" PVC VENT WITH STAINLESS DUPLEX"PAC-2" LEVEL CONTROLLER. STEEL SCREEN AND CHARCOAL FILTER NEMA 4 JUNCTION BOX CORROSION RESISTANT& HOISTING CABLE 7 x 19 STAINLESS STEEL LIQUID-TIGHT CABLE CONNECTORS SUPPORTED BY 1-1/4" 1/8" DIA./ 1,760 LB. STRENGTH (TYP.) 4" PERFORATED SCH. 40 PVC VENT PIPE PVC CONDUIT, JOINTS TO BE MADE WATERTIGHT "SCH. 40 TEE w/CLEAN-OUT CAP (TYP.) 3"BALL VALVE W/UNIONS(TYP.) 3/4"TO 1-1/2" DOUBLE WASHED STONE TO CROWN OF VENT PIPE —� 3" 3"SCH. 40 DISCHARGE PIPE TO MANIFOLD 2" OF 1/8"TO 1/2" DOUBLE WASHED STONE 2"CAP WITH NUT 6" CAST IRON FRAME AND COVER LAG PUMP ON i 1/4"WEEP HOLE IN DISCHARGE PIPE(TYP.) FINISH GRADE OVER LEACHING FIELD= SET ON 4' DIA. MANHOLE TOP PROVIDE (H-20)CAST IRON MANHOLE 10" ALARM ON 3" BALL CHECK VALVE(TYP.) SLOPE @ 2% MIN. OVER SYSTEM 100.60' - 100.40' FRAME & COVER TO FINISHED GRADE LEAD PUMP ON " 12" MIN. 36"MAX. " OVER INLET AND OUTLET - PUMPS TWO(2)BARNES PUMPS (MODEL SEV 511): 18 (COVER EMBOSSED WITH "SEWER") INLET TEE PS.A.S.A = 97.65 v OFF -DISCHARGE OF 70 GPM AT 13 FT TDH 3"MIN. -5.75-IN IMPELLER CONTINUOUS PITCH BACK FINISH GRADE OVER -3-IN DISCHARGE ASSEMBLY TO PUMP CHAMBER 1/4" PERFORATION TO BE PLACED IN THE E CROWN OF TANK EL.= 99.9� _ 100.0� 6" 1.0' -0.50-HP, SINGLE-PHASE, 115-VOLT MOTOR _CAPABLE OF PASSING 2"SOLIDS 3"SCH.40 FORCE MAIN WEEP HORIZONTALLY LATHE E NEAR H 1.65' THE LATERAL AT THE END OF EACH LATERAL. 2"PERFORATED LATERAL SET LEVEL BOTTOM OF TRENCH TO BE LEVEL EL. = 96.48' 12" 95.25' NOTE: PUMPS MUST ALTERNATE AS LEAD 2.0' 3" MANIFOLD S=0.5 ft/ft 45 ELBOW INV. ELEV. = 96.98' 12"MIN. 36"MAX. BACK TO FORCE MAIN `-5' MIN. INTERIOR DETAILS FIELD PROFILE GROUND WATER ELEV. < 90.60' In. " Min. SLOPE "mi 6" 6" 4"SCH.40 PVC 2" DROP MIN. o min NOT TO SCALE ��" 3" DROP MAX. L = 5.0'TO PUMP CHAMBER 14" INV. OUT= PROVIDE (H-20)CAST IRON MANHOLE FRAME& INV. IN= 93.79' COVER TO FINISHED GRADE OVERALL COVERS 94.00' 48" LIQUID LEVEL OUTLET TEE WITH ZABEL (COVER EMBOSSED WITH "SEWER") 2" PERFORATED SCH. 40 PVC LATERAL A-100-HIP EFFLUENT FILTER FINISH GRADE OVER 1/4"PERFORATION 1/4" PERFORATION (GAS BAFFLE ON BOTTOM) TANK EL.- � _ � CONCRETE SET INVERT OF 4" PERFORATED SCH. 40 PVC VENT 100.0 100.1 THRUST BLOCK A AT 5 O'CLOCK (TYP.) AT 7 O'CLOCK(TYP.) PIPE AT OR ABOVE CROWN OF LATERAL OUTLET TEE SUPPORT AS 6" CRUSHED STONE RECOMMENDED BY 95.08' 12"MIN. 2, 5' 10' (TYP.) OVER MECHANICALLY MANUFACTURER 36" MAX. COMPACTED BASE LENGTH 11'-W WIDTH 6'-2" HEIGHT 6'-0" INV. EL.=96.56' - *NOTE: 1. TANKS SHALL BE INSTALLED ON A LEVEL STABLE BASE. 6"REQUIRED +2. TANKS AND COVERS TO BE WATERTIGHT AND WATERPROOF. SLOPE 1%min. sLo ElFOL tort sncl< 3. TANK DIMENSIONS ARE PER ACME PRECAST, HATCHVILLE, MASS. TO FORCE MAIN 4' 3.0' 3.0' J 4' 7 O'CLOCK 5 O'CLOCK PROPOSED H-20 1500-GALLON SEPTIC TANK 93 58� INV. EL.= 96.44' 0 80� NOT TO SCALE 2" LATERAL(TYP_) 20 93.75 LATERAL CROSS-SECTION D m NOT TO SCALE 6" CRUSHED STONE m D A VENT PIPING OVER MECHANICALL�� Z PLAN VIEW FIELD END VIEW A-A COMPACTED BASE LENGTH 12'-0" WIDTH 6'-6" HEIGHT 6'-0" *NOTE: 1. TANKS SHALL BE INSTALLED ON A LEVEL STABLE BASE. NOT TO SCALE NOT TO SCALE 2. TANKS AND COVERS TO BE WATERTIGHT AND WATERPROOF. 3. TANK DIMENSIONS ARE PER ACME PRECAST, HATCHVILLE, MASS. EXTERIOR DETAILS PROPOSED H-20 2000 GALLON PUMP CHAMBER PRESSURE DOSED DISPOSAL FIELD NOT TO SCALE NOT TO SCriLE I • DESIGN ATA WITHINPf N'ED AREAS CONCRETE BIT. CONC. PAVEMENT PHASE I DESIGN FLOWS 2" BINDER COURSE �6"(MIN.)3000 PSI CONCRETE BLD 2-AZTEC: 1"WEARING COURSE 1026 S.F. (1st fl)+ 780 S.F. (2nd fl) _- - FINISHED GRADE = 1806 S.F. OFFICE @ 75 GPD 11000 S.l_. 136 GPD SAW CUT EDGES TO �� ,. A�OBTAIN CLEAN FULL THICK -' ~' `*}"':1 '`' COMPACTED BACKFILL(95% BUTT JOINT ON EXISTING 1 == COMPACTION) REMOVE ALL ROCK, BLD 3- TANNING, OFFICE, ETC.: OFFICE (1st fl): 580 S.F. @ 75 GPD/ 1000 S.F. BASE AND REMOVE OLD ;:- _ STONES, AND DEBRIS LARGER TANNING (1st fl): 264 S.F. @ 50 GPD/ 1000 S.F. ALTERNATE TOP SLAB. PAVEMENT TO PROVIDE THAN 6" IN SIZE AND REPLACE COLLECTORS SHOP (1st fl): 312 S.F. @ 50 GPD/ 1000 S.F. REINFORCED TO MEET STRAIGHT EDGE WITH APPROVED EXCAVATED OFFICE (2nd fl.): 1156 S.F. @ 75 GPD/ 1000 S.F. 160 GPD H-20 LOADING SET FRAME IN 3/8" BED OF MATERIAL OR GRAVEL BORROW MORTAR (MIN.) 12"COMPACTED BLD 4- DUNKIN DONUTS: MANHOLE FRAME & COVER TO BE GRAY GRAVEL BASE D +2' 18 SEATS 1 st fl 20 GPD EA. COURSE ' �c= ; ( )@ CAST IRON AND MARKED'SEWER' OFFICE (2nd fl): 1320 S.F. @ 75 GPD 11000 S.F. 459 GPD ADJUST TO REQUIRED GRADE W/2 BLD 5- QUIK STOP. 1" DIA. DROP FRONT TYPE BRICK COURSES(MAX.)AND 3/8" - 1'-0" MIN. COMPACTED QUIK STOP(1st fl): 1391 S.F. @ 50 GPD 11000 S.F. STEEL- REINFORCED MORTAR JOINTS OR EQUIVALENT FILTER FABRIC, IF REQUIRED GRAVEL BORROW OFFICE (2nd fl): 1391 S.F. @ 75 GPD 11000 S.F. 174 GPD POLYPROPYLENE M.H. STEPS DIMENSION WITH REINFORCED _ ; WITH 3-IN EMBEDMENT CONCRETE COLLARS AND 3/8" BED REPLACE BELOW GRADE :.;::- :�-.�;.::: COMPACTED 3/4" BLD 6- PAK MAIL: OF MORTAR EXCAVATION OF UNSUITABLE " 1/2 O.D. :�:;� CRUSHED STONE, 1st fl: 1890 S.F. @ 50 GPD 11000 S.F. BITUMASTIC COATING FOR MATERIAL WITH CAREFULLY ���Y: �';�:-_ F; " 2nd fl: 1890 S.F. @ 75 GPD/ 1000 S.F. 236_GPD 6 MIN. TYPE A U X ZO SANITARY MANHOLE COMPACTED SELECTED MATERIAL IN 12" LIFTS, MAX. z PRECAST REINFORCED UNDI TURBED ROCK TOTAL PHASE I DESIGN FLOW: 1165 GPD v w CONCRETE M.H. CONE SECTION U � W w 1'-0"TYP. ALL JOINTS TO BE SEALED UNDISTURBED FIRM MATERIAL o WITH BITUMASITC SEALANT TRENCH DETAIL - EARTH AND ROCK SEPTIC TANK(SECOND TANK IN SERIES U v 24-HR DETENTION OF DESIGN FLOW= 1165 GPD MIN. 0.12 IN. STEEL PER NOT TO SCALE USE A NEW 1500-GALLON SEPTIC TANK 4'-0" DIANIAETER VERTICAL FOOT, PLACED _ ACCORDING TO AASHTO — HEIGHT OF 1"WASH DESIGNATION M199 RISER SECTIONS 1"CLEAR SOIL ABSORPTION SYSTEM 2" CLEAR VARY FROM 1' BOTTOM CAPACITY: TO 4' OUTSIDE OF PIPE (LENGTH x WIDTH) (0.74 GPD/S.F.)= GPD +2"CLEARANCE 1 01-06-05 MCP JLC REVISED BUILDING USE FLOWS (80'x 20') (0.74 GPD/S.F.)= 1184 GPD I CEMENT CONCRETE CLASS "A" REV. DATE BY APP'D. DESCRIPTION TOP OF SHELF SHALL 143 BAR AROUND OPENINGS PROPOSED SEPTIC SYSTEM UPGRADE TOTAL LEACHING AREA= 1600 S.F. BE 1"ABOVE CROWN 5"MIN FOR PIPES 18"DIAMETER AND OF HIGHEST PIPE OVER, 1"COVER PHASE I, SHEET 2 OF 2 PUMP CHAMBER DOSING AND STORAGE: 1165 GPD CAST-IN-PLACE RUBBER BOOTS PIPE OPENINGS TO BE PRECAST PREPARED FOR: DESIGN FLOW: IN RISER SECTION DOSING REQUIRED: 4 CYCLE/DAY AND STAINLESS STEEL BAND 6-IN LAYER OF 3/4-IN TYPE A HOLLY MANAGEMENT CLAMPS ON ALL PIPE Z8. BASE PRECAST CRUSHED-STONE BEDDING 1165 GPD 14 = 292 GAL/CYCLE CONNECTIONS LOCATED AT RETURN VOLUME: 31 GAL DESIGN DOSE: 323 GAUCYCLE WINDMILL SQUARE USE A NEW 2000-GALLON PUMP CHAMBER PRECAST CONCRETE MANHOLE (H-20) 3821 FALMOUTH ROAD MARSTONS MILLS, MASS. NOT TO SCALE DISTANCE REQUIRED BETWEEN PUMP ON AND PUMP OFF FLOATS: SCALE: NONE DATE: NOVEMBER 21, 2003 323 GAL/CYCLE — 500 GAUFT = 0.65 FT/CYCLE 0 - FEET STORAGE REQUIRED ABOVE WORKING LEVEL: 1165 GAL. JOHN L. PREPARED BY: CHU JR. o JC ENGINEERING, INC. STORAGE PROVIDED ABOVE WORKING LEVEL: 1175 GAL. Cs. CML - - - - - - - - - - 41807 2854 CRANBERRY HIGHWAY GREASE TRAP (DUNKIN DONUTS): EAST WAREHAM, MA 02538 DESIGN FLOW: 18 SEATS @ 15 GPD EA. =270 GPD 508.273.0377 USE EXISTING 1000-GALLON GREASE TRAP ) (I��vS Drawn By: SJ Designed By:SJ Checked By:JLC JOB No.512 QQ GENERAL NOTES Zo ROUTE (L.O.VARIES) 2V 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS EDGE OF PAVEMENT SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND ANY - - - - - _ - - - - - - - - _ - - APPLICABLE LOCAL RULES. 0. �;38 + 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. V PROPOSED 4-IN SCH. 40 SEWER PIPE µ 120'± Y 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL a PROPOSED H-20 2000-GALLON SEPTIC TANK INVERT IN EL.=94.00' SLOPE 1% MIN. (TYP.) - - - - SYSTEM UNLESS OTHERWISE NOTED. WYE-TYPE CONNECTION (TYP.) - - 4. TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN ELEVATION =97.65' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS EDGE OF PAVEMENT PROPOSED SEWER MANHOLE '�� A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF B M EXISTING I < THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. OBSERVATION -EXISTING SEPTIC LEACH PIT TO BE INVERT OUT EL.=96.50' � I Hydrant Spindle c� . E ev. - 104.89' WELL __: PUMPED AND FILLED WITH CLEAN - _ ;i I 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. ~ SAND (TYP.) �` G 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. Assumed =~ My _= \ - 7. LOCAL BOARD OF HEALTH TO BE NOTIFIED PRIOR TO BACK FILLING WHEN SYSTEM IS p CATCHBASIN '� ® ----EXISTING DRAINAGE LEACH PIT � ``"'�:�: :��:-.=��-= "` NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS NOT TO BE BACK FILLED _._RIM EL.= (TYP.) :-�.. t � _ F. WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH. � ® 14'9'1 ® 8. ELEVATIONS BASED ON AN ASSUMED DATUM OF 104.89' MSL OBTAINED FROM THE TOP OF 10� 10'± Y ' ❑ / ❑ BLD 8 I A HYDRANT SPINDLE AS SHOWN ON PLAN. v, `�' BANK 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH 100 1 S EXISTING DRAINAGE CATCHBASIN / (291 GPD) i DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 1-888-DIG-SAFE INV. OUT _ TYP.) AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN I � EL.= 97.69'± EXISTING 1000-GAL. ::_-�::__,__ _�`-`"`-=__: ( V J ENGINEER. PROPOSED H-20 3000-GALLON PUMP = GREASE TRAP / TOF=102.42 CHAMBER INVERT IN EL.=93.75' � �==`' O (CONTRACTOR TO = PROPOSED H-20 �- _ 0 EXISTING 1500-GAL. SEPTIC 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE -� VERIFY TANK (CONTRACTOR TO / / I ` WATERTIGHT. o, 7XISTING 1500-GAL. SEPTIC ) 2500-GALLON DOUBLE-WALL SB/DH a^'- TANK(CONTRACTOR TO - - - � - - FIBERGLASS HOLDING TANK - - VERIFY INV. OUT EL.=97± - - �� o INV. OUT EL.= 98.48 CO � I N i 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING FND MAP 57 ��� / REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM EXISTING 1500-GAL. SEPTIC- i , APPROPRIATE AUTHORITY. .-101- FUTURE SYSTEM -H p - \ TANK (CONTRACTOR TO -_101 - 1�i 1 I 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED W I PARCEL 3 ^ 1 ( ` VERIFY) V. OUT EL.=97.61'± BLD 7 \ I o � (PHASE III) UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND LOT 2 VENT H-20 LOADING. lFc ` I ' WINDMILL } r 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. 1 f z BL:D4 1 p - (219 GPD) ❑ D 1 i 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE 1 0.7 N BLD 6 ' MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. REPLACE W DUNKIN DONUTS BLD 5 TOF=101.93 TOF=102.17' TOF=102.43' ' � �.102""'' C-O' ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, FINES OR > I (459 GPD) PAK MAIL / OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). Q PROPOSED 95' BY 25' QUIK STOP, RAZMATAZZ (236 GPD) PRESSURE-DOSED 32 1' TOF=102.03' (542 GPD) / / i' 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN SITE 0 DISPOSAL FIELD _ - ' O�� _-- ' / �103/ CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. 16. PROPOSED PROJECT IS SHOWN AS PARCEL 4 ON ASSESSOR'S MAP 57. O � TP 1 I J I 100.60 CONNECTION INVERT EL.=96.85' MAP 57 /� Pcn ` 17. OWNER OF RECORD: WINDMILL SQAURE LIMITED PARTNERSHIP Q I -_ PLUMBING FROM BEAUTY y _ i � ADDRESS: 297 NORTH STREET � :: :- - SALON CHAIRS AND i I ' - '=� =� - PARCEL 4 N 01 HYANNIS, MA 02601 _+ 25 7, NON-SANITARY SINKS TO BE / BLD 9 yt<` 108,109 S.F.± RE-PLUMBED TO HOLDING GP5 i� 18. FEMA FLOOD ZONE C COMMUNITY PANEL NO. 250001 0018 D S ; BLD 3 �'�` OFFICE TANK y = i/ - \ SB FND Q I HAIR OF (174 GPD) �� I��,, HELD 19. DEED REFERENCE: CERTIFICATE NO. 135032 _ THE DOG, ETC. �,- g / / 20. PLAN REFERENCES: � / / Z I - :•1'- _== `' (366 GPD) TOF- TOF=101.95' 44 1. L.C. PLAN 15069A - 101.63 !ti _ - �� TEST PIT DATA 2. L.C. PLAN 39483A,B CB/DH EXISTIN 1500-G -� -� �. FND SEPTIC ANK �y _ i N� / 7� ,yYp D j -- • - -- (CONY CTOR T` C� � GP,S o � PERC.#:10,539 3. L.C. PLAN 38112A - = VERIF BLD 10 / AGENT: Samuel White 4. L.C. PLAN 39614B -l � 0 m 4- / -� / EVALUATOR: SaImuel Philos Jensen 5. L.C. PLAN 22824A-J OFFICE O / DATE: A�'gust 7, 2003 6. 1975 COUNTY COMMISSIONER'S ALTERATION TO PUTNAM AVENUE, RECORDED IN ' fTOF= (161 GPD) PLAN BOOK 293 ON PAGE 92. 102.0'± G i TEST PIT _ - - - _• // ` ` ucr rrv.=�i'1�a at.- 'iiJ1VISl'C�ltii r-v-tv.�1v- ELEV TOP=_ 100.60' -MASS., PREPARED FOR REAL/PROPERTY SERVICES INC.,"SCALED 40-FT TO AN INCH, VENT 1 BLD 11 �/ _ DATED JUNE 28, 1995,AND RECORDED IN PLAN BOOK 518 ON PAGE 35. ELEV WATER-_ > 10' BGS '- OFFICE i c�P, 9 P 8. 1931 STATE ALTERATION OF RC'!1,TE 28(FALMOUTH ROAD) lb Ol PERC RATE = <2 Min/Inch 251, (135 GPD) :�/_ . . / 31�- - 21. ALL DISTURBED AREAS SHALL BE REST JRED TO ORIGINAL CONDITION. 10.0' Q TOF=102.02' N O s., �,�02/� 11g DEPTH OF PERC= 50"-68" 22. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY FOR BLD 2 / � SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY FOR USES OF co o AZTEC REPO. =_�_ �` A �� TEXTURAL CLASS: 1 THIS PLAN OTHER THAN ITS INTENDED PURPOSE. EXISTING 1500-GAL. � (136 GPD) � `z � / Q 23. THE FOLLOWING OVER-THE-COUNTER VARIANCES ARE REQUESTED PURSUANT TO BOARD SEPTIC TANK 0 O � / ` 0 100.60' I OF HEALTH DECISION OF NOVEMBER 18TH, 2003: (CONTRACTOR TO TOF=102.09' 11 � C-� I C i MINIMUM REQUIRED INSPECTIONS (1.)A 1.8'VARIANCE (4.8'-3.0') FOR THE DEPTH OF COVER OVER THE PROPOSED SEPTIC I � VERIFY) INV. OUT EL.= O Erf Fill K. 98.25' � l-1. r ERI ��- I�TIC 1. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS (2.)A 1.9'VARIANCE (4.9'-3.0')FOR THE DEPTH OF COVER OVER THE PROPOSED PUMP t►C3�' `'" "--<=- � � FUTURE SYSTEM REQUIRED BY CODES AND/OR UTILITY COMPANIES SHALL BE 21" 98.85' CHAMBER. PERFORMED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR E ICE __-'` (PHASE 111) Sandy Loam TO NOTIFY THE INSPECTING AUTHORITY AT THE PROPER A EITIC _::::s=:; _ 10YR 2/2 24. UNDERGROUND UTILITY LOCATIONS SHOWN ON THIS PLAN ARE APPROXIMATE ONLY. THE CID / TIMES. 24" 98.60' CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO STARTING I `n CONSTRUCTION. �I 2. AN OPEN HOLE INSPECTION OF THE LEACHING AREA AND TANKS WILL BE REQUIRED. B Sandy Loam 10YR 5/6 0 3. AN INSPECTION OF THE LEACHING AREA PRIOR TO PLACING PEASTONE WILL BE REQUIRED. 42" 97.10' _ - 4. THE PUMP TEST SHALL BE PERFORMED IN PRESENCE OF 00011 �- / Perc. G� ENGINEERING AND HEALTH INSPECTOR. Medium Sand 1�0 qp0 C 68 10YR 7/6 _- No Groundwater �.O I �� ? •o Observed , 120" 90.60 ISSUED FOR BIDDING EXISTING CONTOUR �,� Ii r sf`'.''`-•`' '` -s _ ? r • • ? 1\ •o+ rf I {`' 4 TEST PIT#: 2 50 PROPOSED SPOT GRADES \ r ,r `�,` t • t 1 s -• ) ) " . PURPOSES ONLY A L HOITAL \�� n PROPOSED CONTOUR �.- _ ' t! �., �\ �, r' r • ELEV TOP= 100.70 (500 GPD) E/T/C EXISTING ELECTRICAL UTILITIES ELEV WATER= > 10' BGS PERC RATE = N/A TOF=103.05 / i �o I GAS EXISTING GAS LINE ,_� 4 FUTURE SYSTEM CB/DH , �` DEPTH OF PERC= N/A (PHASE II FND REV. DATE BY APP'D. DESCRIPTION ) w EXISTING WATER LINE (� �..f _•y -� ;_.....;� • � TEXTURAL CLASS: 1 PROPOSED SEPTIC SYSTEM UPGRADE TEST PIT LOCATION fi ,�� ._ \� ,.. p d r, , 0 100.70 PHASE I, SHEET 1 OF 2 PROPOSED 2500-GAL. DOUBLE-WALL �O O� EXISTING SEPTIC TANK ? f ' 4. i ���� . �i \ PREPARED FOR: (ED FIBERGLASS H-20 HOLDING TANK �J tt J ,, 4 f�.' b Fill _ HOLLY MANAGEMENT / EXISTING SEPTIC LEACH PIT(LOCATION < f �© a 18" 99.20' ® _ _ / - �- t LOCATED AT 0 PROPOSED H-20 2000-GAL. SEPTIC TANK LP _ APPROXIMATE UNLESS FRAME AND COVER h/ ar-� '4,��� 5 �, x - = f �� ; ! �� �; Sandy Loam ,L SHOWN TO GRADE ON PLAN) 1��c t + '�,p A 10YR 2/2 WINDMILL SQUARE ' ( ) �' s• 21" 98.95' 1 �%a i 0 PROPOSED H-20 3000-GAL. PUMP CHAMBER � ! ��'� X'' �..� � � � � � �- • SOLID PVC PIPE ® EXISTING SEPTIC CAST IRON FRAME o ! i (�r),1-3. •. 382 FALMOUTH ROAD / AND COVER TO GRADE i - � PERFORATED PVC PRESSURE LATERAL PIPE . Sandy Loam MARSTONS MILLS, MASS. � O EXISTING CATCHBASIN I 't ' � 0 B 10YR 5/6 SOLID PVC PRESSURE PIPE • �• ° SCALE: 1 INCH = 20 FT. DATE: NOVEMBER 21, 2003 EXISTING DRAINAGE LEACH PIT(LOCATION 43" 97.12' 0 10 20 ao so FEET EXISTING - - - SOLID PVC PRESSURE MANIFOLD _ D APPROXIMATE UNLESS FRAME AND COVER ,�C a,. IRRIGATION PERFORATED PVC VENT PIPE SHOWN TO GRADE ON PLAN) •,1 - PREPARED BY: WELL JC ENGINEERING, INC. PROPOSED ELECTRIC LINE ® EXISTING DRAIN CAST IRON FRAME AND f __� C Medium Sand COVER TO GRADE -� ,r �^ �._�, _1_ � �, 10YR 7/6 2854 CRANBERRY HIGHWAY LEGEND EAST WAREHAM, MA 02538 SSITE PLAN LOCUS P LAN No Groundwater 508.273.0377 SCALE: 1" = 1000' ,17n„ Observed Qn�n' Drawn Bv: SJ Designed Bv:SJ Checked Bv:JLC JOB No.512 er�i C• 1" - 7n' INSTALL 1-1/4" PVC WIRE CONDUIT TO BUILDING. JOINTS TO BE MADE WATERTIGHT. WIRE PUMP AND SENSOR TO 4" PVC VENT WITH STAINLESS DUPLEX"PAC-2" LEVEL CONTROLLER. STEEL SCREEN AND CHARCOAL FILTER NEMA 4 JUNCTION BOX CORROSION RESISTANT& HOISTING CABLE 7 x 19 STAINLESS STEEL LIQUID-TIGHT CABLE CONNECTORS SUPPORTED BY 1-1/4" 1/8" DIA. / 1,760 LB. STRENGTH (TYP.) 4" PERFORATED SCH. 40 PVC VENT PIPIE PVC CONDUIT,JOINTS TO BE MADE WATERTIGHT "SCH. 40 TEE w/CLEAN-OUT CAP (TYP.) 3"BALL VALVE W/UNIONS (TYP.) 3/4"TO 1-1/2"DOUBLE WASHED STONE TO CROWN OF VENT PIPE 3" 3"SCH. 40 DISCHARGE PIPE TO MANIFOLD 2"OF 1/8"TO 1/2" DOUBLE WASHED STONE 2"CAP WITH NUT CAST IRON FRAME AND COVER 6" LAG PUMP ON 1/4"WEEP HOLE IN DISCHARGE PIPE(TYP.) FINISH GRADE OVER LEACHING FIELD= SET ON 4' DIA. MANHOLE TOP 0 100.60' - 100.40' 1o" ALARM ON SLOPE @ 2/o MIN. OVER SYSTEM PROVIDE (H-20)CAST IRON MANHOLE 3" BALL CHECK VALVE (TYP.) FRAME&COVER TO FINISHED GRADE LEAD PUMPOVER INLET AND OUTLET - PUMPS N TWO (2) BARNES PUMPS WITH THE FOLLOWING 18^ 12 MIN. 36"MAX. 97.65 8" INLET TEE TOP OF S.A.S. _ ' (COVER EMBOSSED WITH "SEWER") _� OFF CHARACTERISTICS: 3"MIN. DISCHARGE OF 112-GPM AT 16-FT TDH CONTINUOUS PITCH BACK FINISH GRADE OVER -5.62-IN IMPELLER TO PUMP CHAMBER 1/4" PERFORATION TO BE PLACED IN THE TANK EL.- . . 6" 1.0' -3-IN DISCHARGE ASSEMBLY -0.75-HP, SINGLE-PHASE, 200/240-VOLT MO-OR 3 SCH.40 FORCE MAIN SWEEP HORIZONTALLY NEAR THE CROWN OF 999' _ 1000' "`'``' � ^' '" '` '`-` `� -` � THE LATERAL AT THE END OF EACH LATERAL. 1.65' -CAPABLE OF PASSING 2"SOLIDS 2"PERFORATED LATERAL SET LEVEL BOTTOM OF TRENCH TO BE LEVEL EL. = 96.48' 12" 95.25' 12" MIN. NOTE: PUMPS MUST ALTERNATE AS LEAD 2.0' 3" MANIFOLD S=0.5'/' 45* ELBOW INV. ELEV. = 96.98' 36"MAX. BACK TO FORCE MAIN 5' MIN. INTERIOR DETAILS jf418 n. 3" Min. 4"scH. FIELD PROFILE ' GROUNDWATER ELEV.< 90.60 SLOPE 2 °min- " 40 PVC NOT TO SCALE 2" DROP MIN. 6 SLOPE 1%min 3" DROP MAX. L= 5.0'TO PUMP CHAMBER 14" INV. OUT= PROVIDE (H-20)CAST IRON MANHOLE FRAME& INV. IN= 93.79' COVER TO FINISHED GRADE OVER ALL COVERS 94.00' IQUID LEVEL (COVER EMBOSSED WITH "SEWER") OUTLET TEE WITH ZABEL 2"PERFORATED SCH. 40 PVC LATERAL A-100-HIP EFFLUENT FILTER FINISH GRADE OVER (GAS BAFFLE ON BOTTOM) TANK EL.= 1 OER - 100.1' CONCRETE 1/4"PERFORATION 1/4" PERFORATION SET INVERT OF 4" PERFORATED SCH. 40 PVC VENT OUTLET TEE SUPPORT AS THRUST BLOC A AT 5 O'CLOCK(TYP.) AT 7 O'CLOCK(TYP.) PIPE AT OR ABOVE CROWN OF LATERAL 6" CRUSHED STONE RECOMMENDED BY ' 12" MIN. ' OVER MECHANICALL�- MANUFACTURER 95.17 36"MAX. 5' 10,(TYP.) COMPACTED BASE LENGTH 12'-0" WIDTH 6'-6" HEIGHT 6'-0" INV. EL.=96.56' "NOTE: 1. TANKS SHALL BE INSTALLED ON A LEVEL STABLE BASE. O W r-W O D r = REQUIRED 2. TANKS AND COVERS TO BE WATERTIGHT AND WATERPROOF. SLOPE 10 min. c0i�°o a + DEPTH - 3. TANK DIMENSIONS ARE PER ACME PRECAST, HATCHVILLE, MASS. m m z \ z 0 3.5' 3.0' 3.0' 3.5' Ll TANK INV 0 6.0' 7 O'CLOCK 5 O'CLOCK PROPOSED H-20 2000 GALLON SEPTIC 93.75' 93.75' EL.=9s.44' W 95 L2- LATERAL (TYP.) 25' NOT TO SCALE 0 o LATERAL CROSS-SECTION T p 6" CRUSHED STONE m D A VENT PIPING NOT TO SCALE OVERMECHANICALL'�_� x z PLAN VIEW COMPACTED BASE LENGTH 17'-0" WIDTH 7'-0" HEIGHT 6'-6" FIELD END VIEW A-A *NOTE: 1. TANKS SHALL BE INSTALLED ON A LEVEL STABLE BASE. NOT TO SCALE NOT TO SCALE 2. TANKS AND COVERS TO BE WATERTIGHT AND WATERPROOF. 3. TANK DIMENSIONS ARE PER ACME PRECAST, HATCHVILLE, MASS. EXTERIOR DETAILS PROPOSED H-20 3000 GALLON PUMP CHAMBER r PRESSURE DOSED f_DISPnSAL FIELD NOT TO SCALE NOT TO SCALE DESIGN DATA WITHIN PAVED AREAS CONCRETE PHASE I DESIGN FLOWS BIT. CONC. PAVEMENT HIGH-LEVEL ALARM TO BE WIRED BLD 2-AZTEC: 136 GPD BINDER COURSE 6"(MIN.)3000 PSI CONCRETE TO AN ALERT PANEL SET IN A 1026 S.F. (1ST FL.)+ 780 S.F. (2ND FL.) 1"WEARING COURSE PROMINENT LOCATION IN MAIN = 1806 S.F. OFFICE @ 75 GPD/ 1000 S.F. SAW CUT EDGES TO -='=�.�77-=-71 FINISHED GRADE OFFICE OBTAIN CLEAN FULL THICK COMPACTED BACKFILL 95% BLD 3-HAIIR OF THE DOG, ETC.: 366 GPD BUTT JOINT ON EXISTING =: :-='_�•_ TOP OF FOUNDATION ELEV. - 101 .93' HAIR OF THE DOG: 5 KENNELS @ 50 GPD EA. BASE AND REMOVE OLD COMPACTION) REMOVE ALL ROCK, PROVIDE CAST IRON FRAME AND CONTRACTOR TO TANNING: 264 S.F. @ 50 GPD/ 1000 S.F. - --- STONES,AND DEBRIS LARGER COVER SET ON CONCRETE VERIFY VENT COLLECTO R'S SHOP: 312 S.F. 50 GPD/ 1000 S.F. PAVEMENT TO PROVIDE - ATTACH PLACARD TO MANWAY COVER @ ALTERNATE TOP SLAB. THAN 6" IN SIZE AND REPLACE BLOCKS LOCATION WITH OFFICE (2NID FL.): 1156 S.F. @ 75 GPD/1000 S.F. REINFORCED TO MEET STRAIGHT EDGE WITH APPROVED EXCAVATED ENTITLED "NON-HAZARDOUS INDUSTRIAL OWNER H-20 LOADING SET FRAME IN 3/8"BED OF MATERIAL OR GRAVEL BORROW WASTEWATER HOLDING TANK" BLD 4 - DUINKIN DONUTS: 459 GPD MORTAR(MIN.) 12"COMPACTED 18 SEATS @ 20 GPD EA. GRAVEL BASE D +2' 4" PVC VENT WITH STAINLESS OFFICE 2NID FL. : 1320 S.F. 75 GPD 11000 S.F. MANHOLE FRAME &COVER TO BE GRAY COURSE '"";c- A 1 PROVIDE ONE 8 ACCESS STEEL SCREEN AND ( ) °� CAST IRON AND MARKED SEWER : PORT IN MANWAY COVER CHARCOAL FILTER ADJUST TO REQUIRED GRADE W/2 = _ BLD 5-RAZMATAZZ, QUIK STOP: 542 GPD _- BRICK COURSES(MAX.)AND 3/8" V-0"MIN. FINISH GRADE RAZMATAZZ: 4 SEATS @ 100 GPD EA. 1" DIA. DROP FRONT TYPE _ COMPACTED @ FND. EL.= 101 .2 FINISH GRADE EL.= 101 .1' - 100.9' QUIK STOP: 760 S.F. @ 50 GPD/S.F. STEEL- REINFORCED MORTAR JOINTS OR EQUIVALENT FILTER FABRIC, IF REQUIRED GRAVEL BORROW rvo _ OFFICE (2N1D FL.): 1391 S.F. @ 75 GPD 11000 S.F. POLYPROPYLENE M.H. STEPS DIMENSION WITH REINFORCED22" DIA. FIBERGLASS WITH LE EMBEDMENT CONCRETE COLLARS AND 3/8" BED REPLACE BELOW GRADE „BLD 6-PAIK MAIL: 236 GPD TOF MORTAR EXCAVATION OF UNSUITABLE � `: 1/2 O.D.MANWAY WITH RISER TO 6" 36" MIN. FOR H 20 LOADING 1 ,_ COMPACTED 3/4 ;._� ,;: - CRUSHED STONE, _�'` .: 6"MIN. TYPE A OF FINISHED GRADE \ \ DOUBLE 4" NPT SHELL 1ST FL.: 180 S.F. @ 50 GPD/ 1000 S.F. MATERIAL WITH CAREFULLY _-= •�-- : WALL FITTING 2ND FL.: 18190 S.F. @ 75 GPD/ 1000 S.F. 2'_0"+/_ BITUMASTIC COATING FOR SLOPE 2°°min. y z COMPACTED SELECTED ��•�"+Y - `� t - - SANITARY MANHOLE *"��� TOTAL PHASE I DESIGN FLOW 1739 GPD I- o MATERIAL IN 12" LIFTS, MAX. z PRECAST REINFORCED UNDI TURBED ROCK LIFTING LUG-7 L� SEPTIC TAINK(SECOND TANK IN SERIES) U CONCRETE M.H. CONE SECTION 24-HR DETENTION OF DESIGN FLOW= 1739 GPD Ill Ill z 1'-0"TYP. ALL JOINTS TO BE SEALED UNDISTURBED FIRM MATERIAL o �wITHBITUMASITCSEALANT USE. A NEW 2000-GALLON SEPTIC TANK TRENCH DETAIL - EARTH AND ROCK 6'-3 1/2"O.D. SOIL ABSORPTION SYSTEM MIN. 0.12 IN. STEEL PER� NOT TO SCALE VERTICAL FOOT, PLACED 4'-0" DIAMETER �ACCORDING TO AASHTO 7.1' FIBERGLASS FILL TUBE BOTTOM CAPACITY: (LENGTH x WIDTH) (.74 GPD/S.F.)= GPD HEIGHT OF 1"CLEAR 1"WASH DESIGNATION M199 TO BE PROVIDED BY '' RISER SECTIONS MANUFACTURER (95.0'x 25.0') (.74 GPD/S.F.)= 1758 GPD VARY FROM 1' 2"CLEAR TIE-DOWN STRAP TO 4' LOCATIONS HIGH-LEVEL ALARM TOTAL LEACHING AREA= 2375 S.F. OUTSIDE OF PIPE 17 1/4" SENSOR TO BE MOUNTED +2"CLEARANCE 37 3/4" 69" SPLASH PAD ON FILL TUBE AND SET AT PUMP CHAIMBER DOSING AND STORAGE: 3/4 TANK FULL LEVEL(AS 1739 GPD CEMENT CONCRETE CLASS"A" REV. DATE BY APP'D. DESCRIPTION 13'-5 3/4" SPECIFIED BY MANU.) DESIGN FLOW: TOP OF SHELF SHALL 5" MIN 143 BAR AROUND OPENINGS PROPOSED SEPTIC SYSTEM UPGRADE DOSING REQUIRED: 4 CYCLE/DAY BE 1"ABOVE CROWN FOR PIPES 18"DIAMETER AND (ACTUAL TANK CAPACITY 2319 GALLONS) 1739 GPD/4= 435 GAL/CYCLE OF HIGHEST PIPE OVER, 1"COVER PHASE I, SHEET 2 OF 2 BACKFILL AS REQUIRED RETURN VIOLUME: 31 GAL PIPE OPENINGS TO BE PRECAST NOTE: TANK SHALL BE SECURED WITH TWO TIE-DOWN STRAPS AND PRE-CAST DEADMEN AS SPECIFIED BY MANUFACTURER DESIGN DOSE: 466 GAL/CYCLE CAST-IN-PLACE RUBBER BOOTS IN RISER SECTION PREPARED FOR: AND MANUFACTURED BY XERXES CORP. AND STAINLESS STEEL BAND HOLLY MANAGEMENT CR USE: A NEW 3000-GALLON PUMP CHAMBER CLAMPS ON ALL PIPE LAYER OF TYPE A CONNECTIONS Z8' BASE PRECAST CRUSHED-STONNEE B BEDDING SIDE VIEW END VIEW DISTANCE REQUIRED BETWEEN PUMP ON AND PUMP OFF FLOATS: LOCATED AT 466 GAL/CYCLE = 750 GAUFT = 0.62 FT/CYCLE WINDMILL SQUARE (USEo.65') PRECAST CONCRETE MANHOLE (H-20) 3821 FALMOUTH ROAD STORAGE REQUIRED ABOVE WORKING LEVEL: 1739 GAL. MARSTONS MILLS, MASS. PROPOSED H-20 2500-GALLON DOUBLE-WALL FIBERGLASS HOLDING TANK STORAGE PROVIDED ABOVE WORKING LEVEL: 1763 GAL. NOT TO SCALE SCALE: NONE DATE: NOVEMBER 21, 2003 AS MANUFACTURED BY XERXES CORP. GREASE TRAP (DUNKINDONUTS): 0 - - FEET DESIGN FLOW: 18 SEATS @ 15 GPD EA. =270 GPD NOT TO SCALE USE: EXISTING 1000-GALLON GREASE TRAP ISSUED FOR BI DING JC ENGINEERING, INC.PREPARED BY: HOLDING TANK STORAGE (RAZZAMATAZZ BEAUTY SALON): 2854 CRANBERRY HIGHWAY DESIGN FLOW: 400 GPD(4 CHAIRS) 500%OF DIESIGN FLOW: 2000 GPD PURPOSES NLYEAST WAREHAM, MA 02538 USE A NEW 2500-GALLON HOLDING TANK 508.273.0377 (ACTUAL TANK CAPACITY 2319 GALLONS) Drawn Bv: Si Designed Bv:SJ Checked Bv: JLC JOB No-512 I GENERAL NOTES C.) ROUTE (L.O.VARIES) 28 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS O SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND � EDGE OF PAVEMENT _ - - - - - - - - ANY - - - - - - - -- - - - - - - -39�-* - - - - - - - - APPLICABLE LOCAL RULES. 3g + 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 120'± � DESIGN ENGINEER. / PROPOSED 4-IN SCH. 40 SEWER PIPE - - 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED PROPOSED H-20 1500 GALLON SEPTIC TANK \ SLOPE 1% MIN. (TYP.) INVERT IN EL.= 94.00' - - - - _ SYSTEM UNLESS OTHERWISE NOTED. IN DISPOSAL 4. TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN �O� ELEVATION = 97.65' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS PROPOSED SEWER MANHOLE \ A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF EDGE OF PAVEMENT INVERT OUT EL.= 96.50' �� THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. EXISTING EXISTING SEPTIC LEACH PIT TO BE PUMPED B.M. OBSERVATION f WYE-TYPE CONNECTION (TYP.) _ _ Hydrant Spindle WELL AND FILLED WITH CLEAN SAND (TYP. OF 5) / _ / 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. Elev. = 104.89' 1+ 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. Assumed = / D CATCHBASIN '= __-_- ® ' ® ® -----EXISTING DRAINAGE LEACH PIT ! LOCAL BOARD OF HEALTH TO BE NOTIFIED PRIOR TO BACK FILLING WHEN SYSTEM I -99.81 TYP. - _ - - ! S RIM EL. _ I \ ( ) NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS NOT TO BE BACK FILLED o o ® z WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH. ® o BLD 8 `"` ,.. 8. ELEVATIONS BASED ON AN ASSUMED DATUM OF 104.89' MSL OBTAINED FROM THE TOP OF 16'± '`- A HYDRANT SPINDLE AS SHOWN ON PLAN. Y� `' BANK _ 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION C ON THROUGH S EXISTING DRAINAGE CATCHBASIN (291 GPD) I - - DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 1-888-DIG-SAFE __ ___ _ �P•) U AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN 100.1 O O INV. vU� EXISTING 1000-GAL. ____=>-- __ -=` �=-_.: E _�""�"- _ �� / TOF=102.42' ENGINEER. I � L.= 97.6?± GREASE TRAP :`= <v PROPOSED H-20 2000 GALLON PUMP 1 = EXISTING 1500-GAL. SEPTIC I 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE CHAMBER INVERT IN EL.=93.75' I 1 O (CONTRACTOR TO O O TANK (CONTRACTOR TO / / i WATERTIGHT. ry 0 VERIFY) VERIFY) INV. OUT EL.= 97'± 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH OR ZONING ry EXISTING 1500-GAL. SEPTIC TANK (CONTRACTOR TO INV. OUT EL.= 98.48' - - - - - - - - - - - - r� I - DEEDFA G SB/DH � - - v7mm- - I I / / REGULATIONS. GVL'idFR/APPLICANT IS TO OBTAIN c�iJl,H DETERMINATION FROM FND, MAP 57 N EXISTING 1500-GAL. SEPTIC % �-1 �• APPROPRIATE AUTHORITY. TANK CONTRACTOR TO `� -�101� - -1 I FUTURE SYSTEM D ( / 01 o I (PHASE III) 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED PARCEL 3 - [j ( ,VERIFY) INV. OUT EL.= 97.61'± / BLD 7 \ / - I �r /� UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. W LOT 2 I WINDMILL 13. DOUBLE (219 GPD) �� / E WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. zZ TP 2 I BLD 4 D ti `'� G / 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE I 100.7 I DUNKIN' DONUTS BLD 5 TOF=102.17' BLD 6 TOF=102.43' / `_ 10, - i MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. REPLACE N (459 GPD) QUIK STOP PAK MAIL , ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, FINES OR > I TOF=101.93' (236 GPD) % i / OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). Q PROPOSED 80' BY 20' 10.5' 20.0' (174 GPD) �- TOF=�102.03' PRESSURE-DOSED + ,� 36.5' / �l3 / i 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN SITE s \ ' CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. DISPOSAL FIELD I •,; r -- •-• "•s, r..+`*� F W / 7p� O 16. PROPOSED PROJECT IS SHOWN AS PARCEL 4 ON ASSESSOR'S MAP 57. MAP 57 ' ,n TP 1 17. OWNER OF RECORD: WINDMILL SQAURE LIMITED PARTNERSHIP 100.60 CONNECTION INVERT EL.= 96.85' Q I ' ti EXISTING LEACHING I ;: w 3p 2. ADDRESS: 297 NORTH STREET PIT AND SPOILED •;.� PARCEL 4 `f' / c + BLD 9 GPS / / HYANNIS, MA 02601 Z. SOIL TO BE � ! BLD 3 � �� 108,109 S.F._ OFFICE � / �:� �� � � S;B FND 18. FEMA FLOOD ZONE C COMMUNITY PANEL NO. 250001 0018 D G REMOVED OFFSITE o �, • G o �+ (174 GPD) ---1`�1 / 3' HELD 19. DEED REFERENCE: CERTIFICATE NO. 135032 O TANNING, m I � r PERFORATED �` {�' -„+� O OFFICE, ETC _ GPS t / / 20. PLAN REFERENCES: z PVC PIPE ,,: , '� "*, f. TOF= TOF=101.95 i :- 1. L.C. PLAN 15069A (160 GPD) 101.63' w i/ // TEST PIT DATA 2. L.C. PLAN 39483A,6 CB/DI-+ S ,, ~ -EXISTING 1500-Gi+-,_ / •1 ' SEPTIC TANK 5 D N/ / PERC.#:10,539 3. L.C. PLAN 38112A FN - -- / ;'€ •� S.. (CONTRACTOR TC O -101 / GP o d j4. L.C. PLAN 39614B I •. • ; *~��'f•_ . VERIFY) BLD 10 i O AGENT: Samuel White 5. L.C. PLAN 22824A-J ' 1 m / EVALUATOR: Sanuel Philos Jensen • ••� •4 ••~ I \ OFFICE / �© - DATE: Algust 7, 2003 6. 1975 COUNTY COMMISSIONER'S ALTERATION T^91�1 I4AM AVENUE, RECORDED IN I . �•ti :. l TOF-102.0'± (161 GPD) G �/ PLAN BOOK 293 ON PAGE 92. . �/ TES T PIT#: VENT 1• y :`,� c % / / �. 7. "DEFINATIVE SUBDIVISION PLAN OF LAND LG D IN �3ARNST4BLF_ MARSTONS MILLS `F .R�.t' i�;JF�R' rcn. �, . .�C.. :i' �tiJ Mu-rT TO Ar:iNCM � DA FI=D JUNE 28, 1995, AND RECORDED IN PLAN BOOK 5 ON PAGE 35. in 29.T ' C3LL1 -1 -I �/ c7�c S/�--- � �_ .-� "• � � ELEV WATER- > 10' BGS ' CAST IRON FRAME 1 i �,P .� 's OFFICE = i 7� . c�l°� _ O ci. 19"')l STATE ALTERATION OF ROUTE 28 (FALMOUTH ROAD) AND COVER SET ' G ON 4' DIA. g 135 GPD ��/ ,� l PERC RATE= .L►Ain/Inch ( ) �_ i n \03 21. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. MANHOLE TOP = O TOF=102.02' d' O 5 � _ /102 i DEPTH OF PER(= 50"-68" 22. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY FOR _=- BLD 2 v / P SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY FOR USES OF 1 AZTEC REPO. TEXTURAL CLAS: 1 THIS PLAN OTHER THAN ITS INTENDED PURPOSE. ___��� ::_XIS i II�G 1500-GAL / (136 GPD) - SEPTIC TANK O ;-`� 1 / ` 0 100.60' 23. THE FOLLOWING OVER-THE-COUNTER VARIANCES ARE REQUESTED PURSUANT TO BOARD o I (CONTRACTOR TO `J' � i OF HEALTH DECISION OF NOVEMBER 18TH, 2003: c^v VERIFY) INV. OUT EL.= I TOF=102.09' i O i� Fill (1.)A 1.8'VARIANCE (4.8'-3.0') FOR THE DEPTH OF COVER OVER THE PROPOSED SEPTIC 98.25' � Iv �cErrl� , -' TANK. RICE (2.)A 1.9'VARIANCE (4.9'-3.0') FOR THE DEPTH OF COVER OVER THE PROPOSED PUMP FUTURE SYSTEM 21" 98.85' CHAMBER. E C - (PHASE III) Sady Loam ERIC t A )YR 2/2 24. UNDERGROUND UTILITY LOCATIONS SHOWN ON THIS PLAN ARE APPROXIMATE ONLY. THE 24" 98.60' CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO STARTING w CONSTRUCTION. / Sady Loam i 1�� / B OYR 5/6 I Lp - Q� MINIMUM REQUIRED INSPECTIONS NOS 50' 1. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR = / - Pes. UTILITY COMPANIES SHALL BE PERFORMED. IT IS THE RESPONSIBILITY OF THE l oo G� :�, _ 11oti / C Medium Sand CONTRACTOR TO NOTIFY THE INSPECTING AUTHORITY AT THE PROPER TIMES. 1 //� 68' 10YR 7/6 / LEGEND r r 2. AN OPEN HOLE INSPECTION OF THE LEACHING AREA AND TANKS WILL BE REQUIRED. I •o 4c Observed to 3. AN INSPECTION OF THE LEACHING AREA PRIOR TO PLACING PEASTONE WILL BE \\ " REQUIRED. 50 - (EXISTING CONTOUR ��� �'°' _� � � • _ 124 _ _ 'O' d �� 4. THE PUMP TEST SHALL BE PERFORMED IN PRESENCE OF ENGINEERING AND HEALTH BLD 1 / �-- ��\ y i 5p IPROPOSED SPOT GRADES \ �� 4 ii TEST PIT#: INSPECTOR. `�� �-' '• \l'I • ELEV TOP 100.70' ANIMAL HOSPITAL \�� 50 PROPOSED CONTOUR , II • • - / \ (500 GPD) D ELEV WATER= > 10' BGS l EIfIC EXISTING ELECTRICAL UTLITIES � L � � !^ 1 � � p� cV © PERC RATE= J/A 1 ` TOF=103.05' i o GAS EXISTING GAS LINE 1 01-06-05 MCP JLC REVISED BUILDING USES & FLOWS / o FUTURE SYS-EMCB/DH �� • DEPTH OF PER(= N/A / FND w EXISTING WATER LINE/ • REV. DATE BY APP'D. DESCRIPTION _(PHASE II) � p � TEXTURAL CLAS: 1 TEST PIT LOCATION / PROPOSED SEPTIC SYSTEM UPGRADE i G 0 100.70' PHASE I, SHEET 1 OF 2 O O EXISTING SEPTIC TANK j \\�� • ., - Q PREPARED FOR: � PROPOSED H-20 1500-GAL. SEPTIC TANK ° '$ �: °,-. Fill HOLLY MANAGEMENT ,. O O Q PROPOSED H-20 2000-GAL. PUMP CHAMBER -_`'``= IEXISTING SEPTIC LEACH PIT(LOCATION , ! S © 0 ° i LP _ APPROXIMATE UNLESS FRAME AND COVER oi4 ` 18" Sndy Loam 99.20' LOCATED AT 's E = E N PLAN SOLID PVC PIP -_ SHOWN TO GRAD O ) o Ut - �.� PERFORATED PVC PRESSURE LATERAL PIPE p © 4 Q © �•• •� A OYR 2/2 WINDMILL SQUARE EXISTING SEPTIC CAST IRON FRAME o /� Oo • • 21" 98.95' 3821 FALMOUTH ROAD SOLID PVC PRESSURE PIPE AND COVER TO GRADE CII J Q NN r MARSTONS MILLS, MASS. ------- SOLID PVC PRESSURE MANIFOLD O EXISTING CATCHBASIN �--� . 1 B 9ndy Loam • c p OYR 5/6 SCALE: 1 INCH = 20 FT. DATE: NOVEMBER 21, 2003 - - -- PERFORATED PVC VENT PIPE IEXISTING DRAINAGE LEACH PIT(LOCATION • �"•� 0 10 20 40 80 FEET OP EXISTING D APPROXIMATE UNLESS FRAME AND COVER • • • �' �� 43" 97.12' IRRIGATION SOLID PVC VENT PIPE ;SHOWN TO GRADE ON PLAN) , • • /• �IOHN L. PREPARED BY: WELL / �.' 3 CHURCHILL PROPOSED ELECTRIC LINE ® IEXISTING DRAIN CAST IRON FRAME AND ©yam ' C Mdium Sand cn iL JC ENGINEERING, INC. (COVER TO GRADE r ti _ -_ Q 0YR7/6 41807 2854 CRANBERRY HIGHWAY LOCUS PLAN EAST WAREHAM, MA 02538 SITE PLAN No C�oundwater 508.273.0377 SCALE: 1" = 1000' 120" Vserved 90.70' 1(U/o Drawn By: SJ Designed By:SJ Checked By: JLC JOB No.512 SCALE: 1" =20' GENERAL NOTES ROUTE (L.O.VARIES) 28 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS O SHALL BE IN ko EDGE OF PAVEMENT - - - - -- - - - - - - APPLICABLE LOCAL RULES.WITH TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND ANY 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE L=3a ± DESIGN ENGINEER. PROPOSED 4-IN SCH. 40 SEWER PIPE µ 120'± _ 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL 0.' PROPOSED H-20 1500 GALLON SEPTIC TANK SLOPE 1% MIN. (TYP.) - - - _ � - SYSTEM UNLESS OTHERWISE NOTED. V INVERT IN EL.=94.00' - 4. TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN �p'� ELEVATION =97.65' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS EDGE OF PAVEMENT - PROPOSED SEWER MANHOLE A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF Ir B M INVERT OUT EL.= 96.50' EXISTING EXISTING SEPTIC LEACH PIT TO BE PUMPED I �� I �� THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. OBSERVATION f WYE-TYPE CONNECTION (TYP.) Hydrant Spindle WELL ___--_- AND FILLED WITH CLEAN SAND (TYP. OF 5) / _ _ _- I -� 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. Elev. = 104.89' _==_ _ ►+ 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. Assumed == "� _" ® - _ _EXISTING DRAINAGE LEACH PIT _ 7. LOCAL BOARD OF HEALTH TO BE NOTIFIED PRIOR TO BACK FILLING WHEN SYSTEM IS / p CATCHBASIN - - ® _ -- RIM EL.= 99.81' _ ® _ NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS NOT TO BE BACK FILLED / o (TYP.) WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH. 10� ' o / \ / ❑ o ® BLD 8 __ I 8. ELEVATIONS BASED ON AN ASSUMED DATUM OF 104.89' MSL OBTAINED FROM THE TOP OF ❑ / - A HYDRANT SPINDLE AS SHOWN ON PLAN. CO BANK - _ I 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH _ / S EXISTING DRAINAGE CATCHBASIN (291 GPD) - DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 1-888-DIG-SAFE 100.1 O ____ __ INV. OU7 =_ (TYP.) /�'\(j EL.- 97.P9'± EXISTING 1000-GAL. __- _ / AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN _ _ TOF=102.42' ENGINEER. PROPOSED H-20 2000 GALLON PUMP = GREASE TRAP r ===- � EXISTING 1500-GAL. SEPTIC 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE (CONTRACTOR TO -- == CHAMBER INVERT IN EL.= 93.75' ""-''===� - O TANK: (CONTRACTOR TO / / I I rycV EXISTING 1500-GAL. SEPTIC O O VERIFY) WATERTIGHT. VERIFY) INV. OUT EL.= 97'± I �'. / TANK (CONTRACTOR TO INV. OUT EL.- 98.48' - - - - - - - - - - - - I - 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING SB/DH �' - - - - / / REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM FND MAP 57 N ' ° i APPROPRIATE AUTHORITY. EXISTING 1500-GAL. SEPTIC i' ' / % FUTURE SYSTEM 1101- -- TANK (CONTRACTOR TO �101--_ _101 I o 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED D / PARCEL 3 - ❑ ( \VERIFY) INV. OUT EL.= 97.61'± (PHASE III) I ^ `' _" BLD 7 \ � UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. W LOT 2 I WINDMILL � / / 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. (219 GPD) / i 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE Z TP 2CO- 100.7 BLD 4 BLD 5 BLD 6 D / c / MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. REPLACE W ++ DUNKIN' DONUTS TOF=102.43' _ �� ALL N (459 GPD) QUIK STOP PAK MAIL ''` / - / OTHER UNSUITABLE TABLE MATERIAL N ACCORDANCE WITH N3p10 CMR 15.255(3).CLAY, FINES OR TOF=101.93 -- 20 0, (236 GPD) Q PROPOSED 80' BY 20' 10.5, (174 GPD) �, �/ / / TOF=102.03' �i / 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN SITE PRESSURE-DOSED _ 36.5' / �o� DISPOSAL FIELD CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION( OF WORK. 16. PROPOSED PROJECT IS SHOWN AS PARCEL 4 ON ASSESSOR'S MAP 57. TP 1 �- 3._� # �� MAP 57 F I 100.60 : =: `. CONNECTION INVERT EL.= 96.85' 17. OWNER OF RECORD: WINDMILL SQAURE LIMITED PARTNERSHIP ADDRESS: 297 NORTH STREET ti EXISTING LEACHING k: :`k, - _ 30.2, PIT AND SPOILED �• -�- PARCEL 4 N O� HYANNIS, MA 02601 BLD 9 GpS �� r 18. FEMA FLOOD ZONE C COMMUNITY PANEL NO. 250001 0018 D SOIL TO BE ' c9 108,109 S.F.± / REMOVED OFFSITE "< BLD 3 OFFICE '.,- .` �/ SB FND • '�� ~ " TANNING, n (174 GPD) HELD 19_ DEED REFERENCE: CERTIFICATE NO. 135032 = Q I PERFORATED �-• : O / Pg / / 20. PLAN REFERENCES: Z OFFICE, ETCG 1. L.C. PLAN 15069A PVC PIPE :� r (160 GPD) TOF TOF=101.95' / ' TEST PIT DATA 2. L.C. PLAN 39483A,6 101.63 / h. �/ / t -EXISTING 1500-GAL D �104 Y� CB/DF1 _ - / / / PERC.#:10.539 3. L.C. PLAN 38112A _ ,: = SEPTIC TANK �� FND - -- _ `_ (CONTRACTOR TO C� -101-J / GPS o � _ _ _ - BLD 1 O � � AGENT: Samuel White 4. L.C. PLAN 39614B VERIFY) m w EVALUATOR: Samuel Philos Jensen 5. L.C. PLAN 22824A-J ��. i�, / 6. 1975 COUNTY COMMISSIONER'S ALTERATION TO PUTNAM AVENUE, RECORDED IN OFFICE / / -- / DATE: August 7, 2003 PLAN BOOK 293 ON PAGE 92. -= ��. :,- 1 TOF=102.0'± (161 GPD) / G O TEST PIT#: 1 1\/ISIO',I PLAN ')!' L%:>+1", nC n,TFC� IN a Ac`dt_T .P'..F_ MARSTONS WILLS VENT __ / c /�� 1 _.. •""► 7 "DEFiNATIVE IJBD / ELEV TOP = �' DATED JUNE 28, 1 95, AND RECORDED INAt)AbS., PREPARED FOR REA-iPRC�!. �PLAN BOOK 15 8 ON PAGE 35. �TO s�� ►�ci�, BLD 11 �i /=_: __-- ELEV WATER= > 10' BGS CAST �RON JRAME �� / 29. C' c,PS / 9 / P 8. 1931 STATE ALTERATION OF ROUTE 28 (FALMOUTH ROAD) AND VER SET 4' _^ OFFICE / t'= v l 1 ' "�:- "" O• PERC RATE_ <2 Min/Inch DIA. M NHO E TO G S (135 GPD) / %:- -� //n _ A `1g3'\\' - - 21. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. O TOF=102.02' N / p2 / N` DEPTH OF PERC 50" 68" 22. PROPERTY LINE INFORM"�(1'lv'"N IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY FOR = BLD 2 O s _ ` `_ SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY FOR USES OF �P TEXTURAL CLASS: 1 AZTEC REPO. - THIS PLAN OTHER THAN ITS INTENDED PURPOSE. ---- - �z o 23. THE FOLLOWING OVER-THE-COUNTER VARIANCES ARE REQUESTED PURSUANT TO BOARD EXISTING 1500-GAL (136 GPD) / O ' / �p� I / ` 0 100.60' OF HEALTH DECISION OF NOVEMBER 18TH, 2003: SEPTIC TANK o I (CONTRACTOR TO TOF=102.09' / / cv � %ERIFY INV. OUT EL.- O I � - � Fill TANK1.8'VARIANCE (4.8'-3.0') FOR THE DEPTH OF COVER OVER THE PROPOSED SEPTIC 98 25' 1 w /TICS F� ��l (2.)A 1.9'VARIANCE (4.9' -3.0') FOR THE DEPTH OF COVER OVER THE PROPOSED PUMP FUTURE SYSTEM 21" 98.85' CHAMBER. / C f® .`_> (PHASE III) Sandy Loam ERIC E / A -_:��{_ / 1DYR 2/2 24. UNDERGROUND UTILITY LOCATIONS SHOWN ON THIS PLAN ARE APPROXIMATE ONLY. THE / 24" 98.60' CONSTRUCTION. IS RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO STARTING I �w Sandy Loam 1 DYR 5/6 LP �. _ `• �"- - � '� 42" 97.10' MINIMUM REQUIRED INSPECTIONS :_/� : " - ` 50" 1. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR Perc UTILITY COMPANIES SHALL BE PERFORMED. IT IS THE RESPONSIBILITY OF THE 'o G� / .;0 0 ` :"� _ -_:- / . - Meiium Sand CONTRACTOR TO NOTIFY THE INSPECTING AUTHORITY AT THE PROPER TIMES. ��p Epp / / C 68" 'DYR 7/6 \ y' 1. / LEGEND- i O 'vW �\ o _ 2. AN OPEN HOLE INSPECTION OF THE LEACHING AREA AND TANKS WILL BE REQUIRED. < GP \ / / 1 © © / @ No Groundwater ater 3. AN INSPECTION OF THE LEACHING AREA PRIOR TO PLACING PEASTONE WILL BE - • 120" (bserved 90.60' REQUIRED. 50 - EXISTING CONTOUR \� II Q• !� 4. THE PUMP TEST SHALL BE PERFORMED IN PRESENCE OF ENGINEERING AND HEALTH \� / / / 50 PROPOSED SPOT GRADES \ �,\ ' • �/ TEST PIT#: 2 INSPECTOR. I , BLD 1 \ © ,. o ANIMAL HOSPITAL PROPOSED CONTOUR 11 ELEV TOP = 100.70' (500 GPD) ! ELECTRICAL UTLITIES 0 �� •• • ELEV WATER= > 10' BGS ErriC EXIISTING41 ^p� / L C ©� • ' j I ! PERC RATE = N/A c 1 , TOF=103.05' >° oc�' GAS EXISTING GAS LINE 1 01-06-05 MCP JLC REVISED BUILDING USES& FLOWS o FUTURE SYSTEM • DEPTH OF PERC= N/A CB/DH I // REV. DATE BY APP'D. DESCRIPTION / (PHASE 11) FND w EXISTING WATER LINE �'1 �� - • / I TEXTURAL CLASS: 1 PROPOSED SEPTIC SYSTEM UPGRADE 1 TEST PIT LOCATION �� �� � �'� 0 100.7o PHASE I, SHEET 1 OF 2 yk) ,` \� • PROPOSED H-20 1500-GAL. SEPTIC TANK O EXISTING SEPTIC TANK � �� ., i. � © PREPARED FOR: © �� a r �.; p, Fill HOLLY MANAGEMENT r Q Q Q PROPOSED H-20 2000-GAL. PUMP CHAMBER = -` ` __ EXISTING SEPTIC LEACH PT(LOCATION `_ _� =.tLP = APPROXIMATE UNLESS FFAME AND COVER 6 J� ���Q S © O \ �'� 18" 99.20' \. ` _ ` Sandy Loam LOCATED AT SOLID PVC PIPE _ SHOWN TO GRADE ON PLAJ) (i�� Q \ •rl A WINDMILL SQUARE RE LATERAL PIPE © ° Q Q © • '� 21" 10YR 2/2 98.95' 1 FALMOUTH ROAD PERFORATED PVC PRESSURE P� EXISTING SEPTIC CAST IRON FRAME o ;} 0 , ,A 38 SOLID PVC PRESSURE PIPE AND COVER TO GRADE 1 ZS UY \� C �j 1- /, r r� MARSTONS MILLS, MASS. / 1 I / B Sandy Loam / _------ SOLID PVC PRESSURE MANIFOLD O EXISTING CATCHBASIN • � p - •, 10YR 5/6 SCALE: 1 INCH = 20 FT. DATE: NOVEMBER 21, 2003 � . 1� „� 0 10 20 40 80 FEET -_ - - PERFORATED PVC VENT PIPE EXISTING DRAINAGE LEACH PIT(LOCATION . • • ` Q �' rJ' 43" 97.12' EXISTING D APPROXIMATE UNLESS FRAME AND COVER • • t, !" 4 PREPARED BY: IRRIGATION SOLID PVC VENT PIPE SHOWN TJ GRADE ON PLAN) • JC ENGINEERING, INC. WELL ® EXISTI�TO GRADE IRON FRAME AND �� f' Medium Sand PROPOSED ELECTRIC LINE covl� � ;_ � ''�, �� _ Q � < :� _ C 10YR 7/6 2854 CRANBERRY HIGHWAY LOCUS PLAN EAST �N 508.273.0377 8 273 03 MA 02538 SITE PLAN No Groundwater SCALE: 1" = 1000' 120" Observed 90.70' Drawn By: SJ Designed By:SJ Checked By: JLC JOB No.512 SCALE: 1"=20' ij L _ GENERAL NOTES CO I( 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS O � -- ------ - s --- ------- - SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND ANY .� EDGE OF PAVEMENT _ - - - - - - - - - - APPLICABLE LOCAL RULES. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 3B ± 1;�4 yYp DESIGN ENGINEER. 6120'± 4 )ROPOSED 4-IN SCH. 40 SEWER PIPE µ 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL / PROPOSED H-20 1500 GALLON SEPTIC TANK - l� - - ---� ---- 3LOPE 1% MIN. (TYP.) - - _ SYSTEM UNLESS OTHERWISE NOTED. / It INVERT IN EL.=94.00' `��"i 1 \ _ 4. TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN V CND `(����✓ N � _ - - - - - - 1 p'�/ ELEVATION =97.65' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS - - - ' � . EDGE OF PAVEMENT PROPOSED SEWER MANHOLE I � � � A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF EXISTING EXISTING SEPTIC LEACH PIT TO BE PUMPED INVERT OUT EL.= 96.50' �� I �� THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. B.M. OBSERVATION --,"-AND WYE-TYPE CONNECTION (TYP.) Hydrant Spindle FILLED WITH CLEAN SAND (TYP. OF 5) / - _ I -� 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. Elev. = 104.89' WELL ►+ 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. Assumed - �EX S I TING DRAINAGE LEACH PIT 7. LOCAL BOARD OF HEALTH TO BE NOTIFIED PRIOR TO BACK FILLING WHEN SYSTEM IS / D CATCHBASIN RIM EL.-99.81' _ I (TYP.) __ NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH. o \ o ® BLD 8 = I 8. ELEVATIONS BASED ON AN ASSUMED DATUM OF 104.89'MSL OBTAINED FROM THE TOP OF 16+ 1 ' ❑ / ❑ YCD -. =": -.` :- A HYDRANT SPINDLE AS SHOWN ON PLAN. / COr'' BANK 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH S EXISTING DRAINAGE CATCHBASIN I (291 GPD) DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 1-888-DIG-SAFE INV. OU i = (TYP-) V v AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN - INV. 97.F9'± EXISTING 1000-GAL. __ �� / TOF=102.42' ENGINEER. / = GREASE TRAP �� PROPOSED H-20 2000 GALLON PUMP _-_ = EXISTING 1500-GAL. SEPTIC I 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE CHAMBER INVERT IN EL.= 93.75' / ,y - O (CONTRACTOR TO ry - O VERIFY) TANK (CONTRACTOR TO � � WATERTIGHT. ry FISTING 1500-GAL. SEPTIC 'VERIFY) INV. OUT EL.= 97'± INV. OUT EL.- 98.48' CO� I � `J � 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING TANK (CONTRACTOR TO _ = _ _ _ _ _ - - - - - - - - - SBFND MAP 57 � ��- REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM 1 APPROPRIATE AUTHORITY. 0' EXISTING 1500-GAL. SEPTIC / I i FUTURE SYSTEM 12 ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED D --101- -- TANK (CONTRACTOR TO , 101-_.._ - 101 (PHASE III) PARCEL 3 CD ^ ❑ VERIFY) INV. OUT EL.=97.61'± / -- BLD 7 I / UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND W I / - I I / H-20 LOADING. LOT 2 WINDMILL i / Fc 1�1" (219 GPD) �� / 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. Z 100.7 BLD 4 BLD 6 l D j /� 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE ::::::::::::::. °- ' MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. REPLACE W DUNKIN' DONUTS BLD 5 TOF=102.17 TOF=102.43' � .,- -...:�`°� � � "" ,/ N PAK MAIL ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, FINES OR \ I (459 GPD) TOF=101.93' QUIK STOP ' /" i ;. OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). /Q PROPOSED 80' BY 20' 10.5' 20.0' (174 GPD) (236 GPD) TOF=102.03' 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN SITE PRESSURE-DOSED _ 36.5. DISPOSAL FIELD CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. 16. PROPOSED PROJECT IS SHOWN AS PARCEL 4 ON ASSESSOR'S MAP 57. - ! c� o ' O I 100.60 =} :• CONNECTION INVERT EL.= 96.85' MAP 57 a to m G�/ 1 17. OWNER OF RECORD: WINDMILL SQAURE LIMITED PARTNERSHIP ADDRESS: 297 NORTH STREET � EXIS f ING LEACHING = HYANNIS, MA 02601 ,� �^: _ ` • 30.2' PARCEL 4 `� _ o i PIT AND SPOILED / -' BLD 9 SOIL TO BE - �'yc� 108,109 S.F.± GP5 �' : �/ / / SB FND 18. FEMA FLOOD ZONE C COMMUNITY PANEL NO. 250001 0018 D _ � OFFICE _ REMOVED OFFSITE o -'` '< BLD 3 % � A- / 3/ HELD 19- DEED REFERENCE: CERTIFICATE NO. 135032 I o - (174 GPD) m I / r 20. PLAN REFERENCES: CID ~� TANNING, / Q I PERFORATED ::;F. -'_ O OFFICE, ETC GP5 / / 1. L.C. PLAN 15069A z I PVC PIPE (160 GPD) TOF TOF=101.95 / TEST PIT DATA 2. L.C. PLAN 39483A,B 101.63 w i/ / a- CB/DH EXISTING 1500-Gf' D / j' Y PERC.#:10,539 3. L.C. PLAN 38112A FND __ SEPTIC TANK ----101-J P5 o_ AGENT: Samuel White 4. L.C. PLAN 39614B = t, ' 'CONTRACTOR T( O i G ' - VERIFY) BLD 10 i O w EVALUATOR: Sanuel Philos Jensen 5. L.C. PLAN 22824A-J 6. 1975 COUNTY COMMISSIONER'S ALTERATION TO PUTNAM AVENUE, RECORDED IN -- ,_ OFFICE �0 �,� DATE: August 7, 2003 PLAN BOOK 293 ON PAGE 92. = TOF=102.0'± (161 GPD) G i TEST PIT#: 1 VENT _ 7 "D ASSA IIKEPAJBDI t�i ':i Pt- N r-!o_�N" !�10b,.TFD IN RAP`4" ^.P'•F- MARSTONS Wt;LLS ELEV TOP= �uo.6U' ;,tkdil 5 INC.,'SC,4-LED 40-FT TO AN FIJCii, DATED JUNE 28 1995 AND RECORDED IN PLAN BOOK 518 ON PAGE 35. �\ BLD 11 ELEV WATER= > 10' BGS ' in 29. 8. 1931 STATE ALTERATION OF ROUTE 28 (FALMOUTH ROAD) CAST �IRON JRAME ^ � GP ". � � -- •� �-� � 9� � AND VER SET 4' I OFFICE i 1 G 1�0 PERC RATE= <2 Min/Inch 21 ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. DIA. M NHO E TO I M =- s (135 GPD) 3 d :`= / a ` DEPTH OF PERC= 50"-68" 22. PROPERTY LINE INFORWA-I'k,')N IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY FOR TOF=102.02' N O S :_ ,�02 i SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY FOR USES OF = BLD 2 :` ,� �P TEXTURAL CLASi: 1 THIS PLAN OTHER THAN ITS INTENDED PURPOSE. AZ136 REPO. N _ � 23. THE FOLLOWING OVER-THE-COUNTER VARIANCES ARE REQUESTED PURSUANT TO BOARD EXISTING TIC GAL. / (136 GPD) O - 0� ' � SEPTIC TANK / ;: y ' I 0 100.60' OF HEALTH DECISION OF NOVEMBER 18TH, 2003: o I (CONTRACTOR TO / / TOF=102.09' i kv I �RIFY INV. OUT TO O Fill (1.)A 1.8'VARIANCE (4.8'-3.0') FOR THE DEPTH OF COVER OVER THE PROPOSED SEPTIC _ / ICF:TI� TANK. 98.25' Fv RICE i 21" 98.85' CHAMBER. (4.9'-3.0') FOR THE DEPTH OF COVER OVER THE PROPOSED PUMP FUTURE SYSTEM Said Loam o E C tv� 1 .� (PHASE III) A 11YR 2/2 24. UNDERGROUND UTILITY LOCATIONS SHOWN ON THIS PLAN ARE APPROXIMATE ONLY. THE ERIC 24" 98.60' CONSTRUCTION.RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO STARTING i Saidy Loam 11YR 5/6 ~ / MINIMUM REQUIRED INSPECTIONS LP .: il. - 42" 97.10' 50" 1. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR Per( UTILITY COMPANIES SHALL BE PERFORMED. IT IS THE RESPONSIBILITY OF THE �o G� �02' Mdium Sand CONTRACTOR TO NOTIFY THE INSPECTING AUTHORITY AT THE PROPER TIMES. o = � = : � � C 68" UYR 7/6 �10 100 2. AN OPEN HOLE INSPECTION OF THE LEACHING AREA AND TANKS WILL BE REQUIRED. ; . LEGEND - �j 1 © No Goundwater 3. AN INSPECTION OF THE LEACHING AREA PRIOR TO PLACING PEASTONE WILL BE Oserved A ;) '� " REQUIRED. ( i - 50 - EXISTING CONTOUR I / _ _ �' I( • /i 4. THE PUMP TEST SHALL BE PERFORMED IN PRESENCE OF ENGINEERING AND HEALTH / 50 PROPOSED SPOT GRADES �\\ •q q TEST PIT#: INSPECTOR. BLD 1 \� _ / HOSPITAL \ / -, ,,� PROPOSED CONTOUR �\ © "© • I ELEV TOP - 100.70' / ANIMAL \ (500 GPD) � � �, �� •• i � ELEV WATER- > 10' BGS E/T/C EXISTING ELECTRICAL UTLITIES • ^o L C © , PERC RATE = g/A 1 TOF=103.05' / o`�' i GAS EXISTING GAS LINE • ' FUTURE SYSTEM 1 01-06-05 MCP JLC REVISED BUILDING USES & FLf�`�S CB/DH /j • DEPTH OF PERC= N/A / (PHASE II) w EXISTING WATER LINE �\ // ` • REV. DATE BY APP'D. DESCRIPTION FND _� fl TEXTURAL CLASS: 1 PROPOSED SEPTIC SYSTEM UPGRADE / TEST PIT LOCATION /r� PHASE I SHEET 1 OF 2 PREPARED FOR: 0 PROPOSED H-20 1500-GAL. SEPTIC TANK EXISTING SEPTIC TANK t J © / / D.� C` �/ �! �` o,, Fill HOLLY MANAGEMENT =`__ EXISTING SEPTIC LEACH PT(LOCATION O ) e Q Q Q PROPOSED H-20 2000-GAL. PUMP CHAMBER _- `�-`-_:__ %� S �� © p 18" 99.20' LP APPROXIMATE UNLESS FRME AND COVER 6, D � ? LOCATED AT _ - �\` Saidy Loam SOLID PVC PIPE - ___ SHOWN TO GRADE ON PLAT) Illc� © :� A tidy Loam WINDMILL SQUARE L PIPE © 21" 98.95' 3821 FALMOUTH ROAD PERFORATED PVC PRESSURE LATERAL PRESSURE PIPE ® EXISTING D COVER SEPTICGRADE IRON FRAME o \ • C�. / J (,J- / SOLID PVC TO l28 p p sandy Loam MARSTONS MILLS, MASS. f � _____-- SOLID PVC PRESSURE MANIFOLD O EXISTING CATCHBASIN • B 'OYR 5/6 • � o O Q SCALE: 1 INCH = 20 FT. DATE: NOVEMBER 21, 2003 PERFORATED PVC VENT PIPE DRAINAGE LEACH PIT LOCATION • Id. `.1".- " 0 10 20 ao so FEET EXISTING lb EXISTING D APPROXIMATE UNLESS FRAME AND COVER • • c r t` 43 97.12 IRRIGATION SOLID PVC VENT PIPE SHOWN TJ GRADE ON PLAN) • PREPARED N JC ENGINEERING, INC. ' WELL EXISTIMJ DRAIN CAST IRON FRAME AND � Medium Sand PROPOSED ELECTRIC LINE � ' c 2854 CRANBERRY HIGHWAY ® COVER TO GRADE '`' __.�_I �I _ _I _- _ � 1��'1 c��'�� � � 10YR 7/6 EAST WAREHAM, MA 02538 LOCUS PLAN No Groundwater 508.273.0377 SITEPLAN SCALE: 1"- 1000' 120" Observed 90 70' Drawn By: Si Designed By:Si Checked By: JLC JOB No.512 ^~ SCALE: 1" =20' - INSTALL 1-1/4" PVC WIRE CONDUIT TO BUILDING. JOINTS TO BE MADE WATERTIGHT. WIRE PUMP AND SENSOR TO 4" PVC VENT WITH STAINLESS DUPLEX"PAC-2"LEVEL CONTROLLER. STEEL SCREEN AND CHARCOAL FILTER NEMA 4 JUNCTION BOX CORROSION RESISTANT& HOISTING CABLE 7 x 19 STAINLESS STEEL LIQUID-TIGHT CABLE CONNECTORS SUPPORTED BY 1-1/4" 1/8"DIA./ 1,760 LB. STRENGTH (TYP.) 4"PERFORATED SCH.40 PVC VENT PIPE PVC CONDUIT, JOINTS TO BE MADE WATERTIGHT "SCH.40 TEE w/CLEAN-OUT CAP (TYP.) 3"BALL VALVE W/ UNIONS(TYP.) 3/4"TO 1-1/2" DOUBLE WASHED STONE TO CROWN OF VENT PIIPE 3„ H. 0 DISCHARGE PIPE TO MANIFOLD 2" OF 1/8"TO 1/2" DOUBLE WASHED STONE 2"CAP WITH NUT 3"SC 4 6" CAST IRON FRAME AND COVER LAG PUMP ON 1/4"WEEP HOLE IN DISCHARGE PIPE(TYP.) FINISH GRADE OVER LEACHING FIELD= SET ON 4'DIA. MANHOLE TOP PROVIDE (H-20)CAST IRON MANHOLE 10" ALARM ON o 100.60' - 100.40' 3" BALL CHECK VALVE (TYP.) SLOPE @ 2/o MIN. OVER SYSTEM FRAME &COVER TO FINISHED GRADE r LEAD OVER INLET AND OUTLET L PUMPS PUMP N TWO(2)BARNES PUMPS (MODEL SEV 511): 18" 12"MIN. 36"MAX. TOP OF S.A.S. = 97.65' 8" (COVER EMBOSSED WITH "SEWER") INLET TEE � OFF —DISCHARGE OF 70 GPM AT 13 FT TDH 3"MIN. -5.75-IN IMPELLER CONTINUOUS PITCH BACK Ci FINISH GRADE OVER -3-IN DISCHARGE ASSEMBLY TO PUMP CHAMBER 1/4" PERFORATION TO BE PLACED IN THE TANK EL.- 99.9- _ 100_0- 6" 1.0' -0.50-HP, SINGLE-PHASE, 115-VOLT MOTOR _CAPABLE OF PASSING 2"SOLIDS =SCH. ORCE MAIN WEEP HORIZONTALLY NEAR THE CROWN OF 1.65' THE LATERAL AT THE END OF EACH LATERAL. 0 2" PERFORATI£D LATERAL SET LEVEL BOTTOM OF TRENCH TO BE LEVEL EL. = g6,4$' 12"95.25' NOTE: PUMPS MUST ALTERNATE AS LEAD 2.0' 3" =0.5 ft/ft 45 ELBOW INV. ELEV. 12"MIN. in 36"MAX INTERIOR DETAILS BACK TO FORCE MAIN 5' MIN. In. "Min. FIELD PROFILE GROUNDWATER ELEV. < 90.60' SLOPE o min. 6" 6" 4"SCH.40 PVC NOT TO SCALE 2"DROP MIN. L P o min. 10" 3" DROP MAX. L= 5.0'TO PUMP CHAMBER 14" INV. OUT= PROVIDE (H-20)CAST IRON MANHOLE FRAME& INV. IN= 93.79' COVER TO FINISHED GRADE OVER ALL COVERS 94.00' 48" LIQUID LEVEL OUTLET TEE WITH ZABEL (COVER EMBOSSED WITH "SEWER") 2" PERFORATED SCH. 40 PVC LATERAL A-100-HIP EFFLUENT FILTER FINISH GRADE OVER CONCRETE 1/4" PERFORATION 1/4" PERFORATION SET INVERT OF 4"PERFORATED SCH. 40 PVC VENT (GAS BAFFLE ON BOTTOM) TANK EL.= 100.01 - 100.11 THRUST BLOCK A AT 5 O'CLOCK (TYP.) AT 7 O'CLOCK(TYP.) PIPE AT OR ABOVE CROWN OF LATERAL OUTLET TEE SUPPORT AS 6" CRUSHED STONE RECOMMENDED BY 95.08' 12"MIN. 5' 10'(TYP.) OVER MECHANICALL�� MANUFACTURER 36"MAX. COMPACTED BASE LENGTH 11'-0" WIDTH 6'-2" HEIGHT 6'-0" INV. EL.=96.56' .='•= 'NOTE: 1. TANKS SHALL BE INSTALLED ON A LEVEL STABLE BASE. 6"REQUIRED 2. TANKS AND COVERS TO BE WATERTIGHT AND WATERPROOF. SLOPE 1%min. 3•MANIFOLD DEPTH + 3. TANK DIMENSIONS ARE PER ACME PRECAST, HATCHVILLE, MASS. SLOPE 0.005 ft/ft BACK TO FORCE MAIN 6.0' 7 O'CLOCK 5 O'CLOCK INV. EL.=96.44 o PROPOSED H-20 1500-GALLON SEPTIC TANK 93.75' 93.58' � 20. NOT TO SCALE 0 80� 2" LATERAL(TYP.) LATERAL CROSS-SECTION x 0 D m NOT TO SCALE 6" CRUSHED STONE m D A VENT PIPING OVER MECHANICALLY�— Z COMPACTED BASE LENGTH 12'-0" WIDTH 6'-6" HEIGHT 6'-0" PLAN VIEW FIELD END VIEW A-A `NOTE: 1. TANKS SHALL BE INSTALLED ON A LEVEL STABLE BASE. NOT TO SCALE NOT TO SCALE 2. TANKS AND COVERS TO BE WATERTIGHT AND WATERPROOF. 3. TANK DIMENSIONS ARE PER ACME PRECAST, HATCHVILLE, MASS. EXTERIOR DETAILS PROPOSED H-20 2000 GALLON PUMP CHAMBER PRESSURE DOSED DISPOSAL FIELD NOT TO SCALE NOT TO SCALE DESIGN DATA WITHIN PAVE .',RIEAS CONCRETE BIT. CONC. PAVEMENT 2" BINDER COURSE PHASE I DESIGN FLOWS 1"WEARING COURSE 6"(MIN.)3000 PSI CONCRETE BLD►2 S.F.AZTEC: FINISHED GRADE 1026 . (1st fl)+780 S.F. (2nd fl) SAW CUT EDGES TO = = ' 1806 S.F. OFFICE @ 75 GPD/1000 S.F. 136 GPD � OBTAIN CLEAN FULL THICK ~' = "::• ;'• COMPACTED BACKFILL(95% BUTT JOINT ON EXISTING BLD 3- TANNING, OFFICE, ETC.: COMPACTION) REMOVE ALL ROCK, 1 may : • OFFICE (1st fl): 580 S.F. @ 75 GPD/ 1000 S.F. BASE AND REMOVE OLD "=_= STONES, AND DEBRIS LARGER TANNING (1st fl): 264 S.F. @ 50 GPD/ 1000 S.F. ALTERNATE TOP SLAB. PAVEMENT TO PROVIDE THAN 6" IN SIZE AND REPLACE COLLECTORS SHOP(1st fl): 312 S.F. @ 50 GPD/ 1000 S.F. REINFORCED TO MEET STRAIGHT EDGE WITH APPROVED EXCAVATED OFFICE(2nd fl.): 1156 S.F. @ 75 GPD/ 1000 S.F. 160 GPD H-20 LOADING SET FRAME IN 3/8" BED OF MATERIAL OR GRAVEL BORROW MORTAR(MIN.) 12"COMPACTED BLD14- DUNKIN DONUTS: GRAVEL BASE D +2' 18 SEATS 1st fl MANHOLE FRAME &COVER TO BE GRAY ( )@ 20 GPD EA. CAST IRON AND MARKED'SEWEFR' COURSE �: �_ OFFICE (2nd fl): 1320 S.F. @ 75 GPD 11000 S.F. 459 GPD ADJUST TO REQUIRED GRADE W/2 BRICK COURSES(MAX.)AND 3/8" _ _ 1'-0" MIN. BLD)5- QUIK STOP: 1" DIA. DROP FRONT TYPE MORTAR JOINTS OR EQUIVALENT FILTER FABRIC, IF REQUIRED _ COMPACTED _ QUPK STOP(1st fl): 1391 S.F. @ 50 GPD/1000 S.F. STEEL- REINFORCED GRAVEL BORROW DIMENSION WITH REINFORCED OFFICE (2nd fl): 1391 S.F. @ 75 GPD 11000 S.F. 174 GPD POLYPROPYLENE M.H. STEPS = r WITH 3-IN EMBEDMENT CONCRETE COLLARS AND 3/8"BED REPLACE BELOW GRADE f BL©6- PAK MAIL OF MORTAR EXCAVATION OF UNSUITABLE ji`~ = = 1/2 O.D. COMPACTED 3/4 CRUSHED STONE, 1st fl: 1890 S.F. @ 50 GPD/ 1000 S.F. T BITUMASTIC COATING FOR MATERIAL WITH CAREFULLY 6" MIN. TYPE A IA 2ndl fl: 1890 S.F. @ 75 GPD/ 1000 S.F. 236 GPD _ ;2'-0"+/- �O SANITARY MANHCRE COMPACTED SELECTEDMATERIAL IN 12" LIFTS, MAX. �����c N FLOW: 1165 GPD w U PRECAST REINFORCEDUNDI TURBED ROCK TOTAL PHASE I DESIG CONCRETE M.H.CONE SECTION U)WZ1'-FO"TYP. ALL JOINTS TO BE SEALED UNDISTURBED FIRM MATERIAL SEPTIC TANK(SECOND TANK IN SERIES) 4 WITH BITUMASITC SEALANT TRENCH DETAIL - EARTH AND ROCK 24-HR DETENTION OF DESIGN FLOW= 1165 GPD MIN. 0.12 IN. STEEL PER NOT TO SCALE USE A NEW 1500-GALLON SEPTIC TANK 4'-0"DIAMETER VERTICAL=OOT, PLACED ACCORDING TO AASHTO 3 js HEIGHT OF 1"WASH DESIGNATION M199 " RISER SECTIONS 1 CLEAR SOIL ABSORPTION SYSTEM 2"CLEAR VARY FROM 1' BOTTOM CAPACITY: TO 4' OUTSIDE OF PIFE (LENGTH x WIDTH) (0.74 GPD/S.F.)= GPD +2" CLEARANCE 1 01-06-05 MCP JLC REVISED BUILDING USE FLOWS (80'x 20') (0.74 GPD/S.F.)= 1184 GPD CEMENT CONCRETE CLASS"A" REV. DATE BY APP'D. DESCRIPTION TOP OF SHELF SHALL 143 BAR AROWD OPENINGS TOTAL LEACHING AREA= 1600 S.F. BE 1"ABOVE CROWN 5"MIN " PROPOSED SEPTIC SYSTEM UPGRADE — — FOR PIPES 18 DIAMETER AND OF HIGHEST PIPE OVER, 1"COVR PHASE I, SHEET 2 OF 2 PUMP CHAMBER DOSING AND STORAGE: PIPE OPENINGSTO BE PRECAST PREPARED FOR: DESIGN FLOW: 1165 GPD CAST-IN-PLACE RUBBER BOOTS IN RISER SECTION AND STAINLESS STEEL BAND HOLLY MANAGEMENT DOSING REQUIRED: 4 CYCLE/DAY 6-IN LAYER OF3/4-IN TYPE A CLAMPS ON ALL PIPE Z18"BASE PRECAST CRUSHED-STCNE BEDDING 1165 GPD/4= 292 GAUCYCLE CONNECTIONS LOCATED AT RETURN VOLUME: 31 GAL WINDMILL SQUARE DESIGN DOSE: 323 GAUCYCLE PRECAST CONCRETE MANHOLE H-20 3821 FALMOUTH ROAD USE A NEW 2000-GALLON PUMP CHAMBER MARSTONS MILLS, MASS. NOT TO SCALE DISTANCE REQUIRED BETWEEN PUMP ON AND PUMP OFF FLOATS: SCALE: NONE DATE: NOVEMBER 21, 2003 323 GAUCYCLE — 500 GAUFT = 0.65 FT/CYCLE 0 - - - FEET STORAGE REQUIRED ABOVE WORKING LEVEL: 1165 GAL. PREPARED BY: STORAGE PROVIDED ABOVE WORKING LEVEL: 1175 GAL. JC ENGINEERING, INC. - - - - - - - - - - - 2854 CRANBERRY HIGHWAY GREASE TRAP (DUNKIN DONUTS): EAST WAREHAM, MA 02538 DESIGN FLOW: 18 SEATS @ 15 GPD EA. =270 GPD 508.273.0377 USE EXISTING 1000-GALLON GREASE TRAP Drawn By: SJ Designed By:SJ Checked By:JLC JOB No.512 INSTALL 1-1/4"PVC WIRE CONDUIT TO BUILDING. JOINTS TO BE MADE WATERTIGHT. WIRE PUMP AND SENSOR TO 4" PVC VENT WITH STAINLESS DUPLEX"PAC-2" LEVEL CONTROLLER. STEEL SCREEN AND CHARCOAL FILTER NEMA 4 JUNCTION BOX CORROSION RESISTANT& HOISTING CABLE 7 x 19 STAINLESS STEEL LIQUID-TIGHT CABLE CONNECTORS SUPPORTED BY 1-1/4" 1/8" DIA.11,760 LB. STRENGTH (TYP.) 4" PERFORATED SCH.40 PVC VENT PIPE PVC CONDUIT, JOINTS TO BE MADE WATERTIGHT A r__l "SCH.40 TEE w/CLEAN-OUT CAP(TYP.) 3"BALL VALVE W/ UNIONS (TYP.) 3/4"TO 1-1/2" DOUBLE WASHED STONE TO CROWN OF VENT PIPE 3„ 2"OF 1/8"TO 1/2" DOUBLE WASHED STONE 2"CAP WITH NUT 3"SCH. 40 DISCHARGE PIPE TO MANIFOLD 6" CAST LAG PUMP ON 1/4"WEEP HOLE IN DISCHARGE PIPE (TYP.) FINISH GRADE OVER LEACHING FIELD= N FRAME AND COVER 10" ALARM ON o 100.60' - 100.40' SET ON 4' DIA. MANHOLE TOP PROVIDE (H-20)CAST IRON MANHOLE SLOPE @ 2/o MIN. OVER SYSTEM 3"BALL CHECK VALVE (TYP.) 8" FRAME 8,COVER TO FINISHED GRADE } LEAD (97.22') PUMP 0OVER INLET AND OUTLET L PUMPS N TWO (2)BARNES PUMPS (MODEL SEV 511): 12"MIN. 36" MAX. (COVER EMBOSSED WITH "SEWER") INLET TEE 18 TOP OF S.A.S. - 97.65 OFF -DISCHARGE OF 70 GPM AT 13 FT TDH 3"MIN. -5.75-IN IMPELLER CONTINUOUS PITCH BACK FINISH GRADE OVER -3-IN DISCHARGE ASSEMBLY TO PUMP CHAMBER 1/4" PERFORATION TO BE PLACED IN THE TANK EL.= 1 _ 6" 1.0' -0.50-HP, SINGLE-PHASE, 115-VOLT MOTOR SWEEP HORIZONTALLY NEAR THE CROWN OF 99.9 100.0 --CAPABLE OF PASSING 2"SOLIDS 3" SCH. 40 FORCE MAIN THE LATERAL AT THE END OF EACH LATERAL. 1.65' 2" PERFORATED UATERAL SET LEVEL " 95.25' � " 45� ELBOW INV. ELEV. - 96.98' BOTTOM OF TRENCH TO BE LEVEL EL. = 96.48 12 12" MIN. NOTE: PUMPS MUST ALTERNATE AS LEAD 2.0 3 MANIFOLD S=0.5 ft/ft 36"MAX. BACK TO FORCE MAIN (96.55') (96.05') 5' MIN. INTERIOR DETAILS I 3"Min. FIELD PROFILE GROUND WATER ELEV. < 90.60' n. SLOPE o min. 6" 6" 4"SCH.40 PVC NOT TO SCALE 2" DROP MIN. L o ml 10" 3" DROP MAX. L= 5.0'TO PUMP CHAMBER 14" INV. OUT= PROVIDE(H-20)CAST IRON MANHOLE FRAME 8 INV. IN= 93.79' (93.96') COVER TO FINISHED GRADE OVER ALL COVERS 94.00' 48" LIQUID LEVEL OUTLET TEE WITH ZABEL (COVER EMBOSSED WITH "SEWER") 2" PERFORATED SCH.40 PVC LATERAL (94.21') A-100-HIP EFFLUENT FILTER FINISH GRADE OVER 1/4" PERFORATION 1/4"PERFORATION (GAS BAFFLE ON BOTTOM) TANK EL.= 1 OO.O' - OO.�' CONCRETE SET INVERT OF 4" PERFORATED SCH. 40 PVC VENT OUTLET TEE SUPPORT AS THRUST BLOCK A AT 5 O'CLOCK(TYP'.) AT 7 O'CLOCK(TYP.) PIPE AT OR ABOVE CROWN OF LATERAL 6" CRUSHED STONE RECOMMENDED BY 95.08' 12"MIN. - 2' - 5' 10,(TYP.) OVER MECHANICALL�� MANUFACTURER 36" MAX. (95.62) COMPACTED BASE LENGTH 1 V-0" WIDTH 6'-2" HEIGHT 6'-0" INV. EL.=96.56' - *NOTE: 1. TANKS SHALL BE INSTALLED ON A LEVEL STABLE BASE. 2. TANKS AND COVERS TO BE WATERTIGHT AND WATERPROOF. SLOPE 1%min. 3"MANIFOLD 6"R DEPTH D + 3. TANK DIMENSIONS ARE PER ACME PRECAST, HATCHVILLE, MASS. SLOPE 0.005 ft/ft BACK TO FORCE MAIN 4' 3.0' 3.0' 4' (93.90,) 93 584 INV. EL.=96.44' 1 s.o , 7 O'CLOCK 5 O'CLOCK PROPOSED H-20 1500-GALLON SEPTIC TANK 93.75 (95.52) -0 W go, 2" LATERAL(7YP.) 20 NOT TO SCALE -o o LATERAL CROSS-SECTION C7 p D m NOT TO SCALE 6"CRUSHED STONE m v A WENT PIPING OVER MECHANICALLY__,,,- X Z PLAN VIEW COMPACTED BASE LENGTH 12'-0" WIDTH 6'-6" HEIGHT 6'-0" FIELD END VIEW A-A *NOTE: 1.TANKS SHALL BE INSTALLED ON A LEVEL STABLE BASE. NOT TO SCALE NOT TO SCALE 2. TANKS AND COVERS TO BE WATERTIGHT AND WATERPROOF. 3. TANK DIMENSIONS ARE PER ACME PRECAST, HATCHVILLE, MASS. EXTERIOR DETAILS PROPOSED H-20 2000 GALLON PUMP CHAMBER PRESSURE DOSED DISPOSAL FIELD NOT TO SCALE NOT TO SCALE DESIGN DATA WITHIN PAVED AREAS CONCRETE_ BIT. GONG. PAVEMENT PHASE [ DESIGN FLOWS 2" BINDER COURSE �6"(MIN.)3000 PSI CONCRETE BLD 2-AZTEC: 1"WEARING COURSE 1026 S.F. (1 st fl)+780 S.F. (2nd fl) y- FINISHED GRADE = 1806 S.F. OFFICE @ 75 GPD/1000 S.F. 136 GPD SAW CUT EDGES TO ::,_ _ . _ OBTAIN CLEAN FULL THICK 'Z`''"•�'~-� k k. COMPACTED BACKFILL(95% BUTT JOINT ON EXISTING COMPACTION) REMOVE ALL ROCK, BLD 3- TANNING, OFFICE, ETC.: BASE AND REMOVE OLD }= = ~ OFFICE (1st fl): 580 S.F. @ 75 GPD/ 1000 S.F. PAVEMENT TO PROVIDE '"�- STONES, AND DEBRIS LARGER TANNING (1st fl): 264 S.F. @ 50 GPD 11000 S.F. ALTERNATE TOP SLAB. THAN 6" IN SIZE AND REPLACE STRAIGHT EDGE COLLECTORSSHOP (1st fl): 312 S.F. @ 50 GPD 11000 S.F. REINFORCED TO MEET WITH APPROVED EXCAVATED OFFICE(2nd fl.): 1156 S.F. @ 75 GPD 11000 S.F. 160 GPD H-20 LOADING SET FRAME IN 3/8" BED OF MATERIAL OR GRAVEL BORROW MORTAR(MIN.) 12"COMPACTED BLD 4- DUNKIN DONUTS: MANHOLE FRAME &COVER TO BE GRAY GRAVEL BASE p +2' _ 18 SEATS (1st fl)@ 20 GPD EA. CAST IRON AND MARKED'SEWER' COURSE OFFICE(2nd fl): 1320 S.F. @ 75 GPD/ 1000 S.F. 459 GPD ADJUST TO REQUIRED GRADE W/2 BLD 5- QUIK STOP: 1" DIA. DROP FRONT TYPE BRICK COURSES (MAX.)AND 3/8" V-0"MIN. _ _ MORTAR JOINTS OR EQUIVALENT FILTER FABRIC, IF REQUIRED COMPACTED QUIK STOP(1st fl): 1391 S.F. @ 50 GPD/1000 S.F. STEEL- REINFORCED DIMENSION WITH REINFORCED GRAVEL BORROW OFFICE (2nd fl): 1391 S.F. @ 75 GPD 11000 S.F. 174 GPD POLYPROPYLENE M.H. STEPS WITH 3-IN EMBEDMENT CONCRETE COLLARS AND 3/8" BED REPLACE BELOW GRADE :z•_ ;?: COMPACTED 3/4" BLD 6- PAK MAIL: OF MORTAR EXCAVATION OF UNSUITABLE "�':_ _ =='= = 1/2 O.D. -"'-= CRUSHED STONE, MATERIAL WITH CAREFULLY =s=;: <•. :==�"i•• "1 st fl: 18J0 S.F. @ 50 GPD I 1000 S.F. TBITUMASTIC COATING FOR , ,,,--•�� _ 6 MIN. TYPE A 2nd fl: 1890 S.F. @ 75 GPD 11000 S.F. 236 GPD U 2'-0"*/- COMPACTED SELECTED x Z SANITARY MANHOLE O MATERIAL IN 12" LIFTS, MAX. ��.���cn TOTAL PHASE I DESIGN FLOW: 1165 GPD W V PRECAST REINFORCED UNDI TURBED ROCK U W CONCRETE M.H. CONE SECTION U w III11_p"TYP. ALL JOINTS TO BE SEALED UNDISTURBED FIRM MATERIAL �o WITHBITUMASITCSEALANT TRENCH DETAIL - EARTH AND ROCK SEPTIC TANK(SECOND TANK IN SERIES) U v 24-HR DETENTION OF DESIGN FLOW= 1165 GPD MIN. 0.12 IN. STEEL PER NOT TO SCALE USE A NEW 1500-GALLON SEPTIC TANK A_ 4'-0" DIAMETER VERTICAL FOOT, PLACED ACCORDING TO AASHTO HEIGHT OF "1"WASH DESIGNATION M199 SOIL ABSORPTION SYSTEM RISER SECTIONS 1"CLEAR 2"CLEAR VARY FROM 1' BOTTOM CAPACITY: TO 4 OUTSIDE OF PIPE (LENGTH x WIDTH) (0.74 GPD/S.F.i= GPD +2"CLEARANCE (80'x 20') (0.74 GPD/S.F.)= 1184 GPD CEMENT CONCRETE CLASS "A" REV. DATE BY APPP''D. DESCRIPTION TOP OF SHELF SHALL 5"MIN 143 BAR AROUND OPENINGS "AS-BUILT" SEPTIC SYSTEM TOTAL LEACHING AREA= 1600 S.F. BE 1 ABOVE CROWN FOR PIPES 18" DIAMETER AND OF HIGHEST PIPE PUMP CHAMBER DOSING AND STORAGE: OVER, 1"COVER PHASE I, SHEET 2 OF 2 PIPE OPENINGS TO BE PRECAST ��AS-BUILT" PREPARED FOR: IN DESIGN FLOW: 1165 GPD CAST-IN-PLACE RUBBER BOOTS RISER SECTION DOSING REQUIRED: 4 CYCLE/ DAY AND STAINLESS STEEL BAND 64N LAYER OF 3/4-IN TYPE A HOLLY MANAGEMENT CLAMPS ON ALL PIPE PLAN 1165 GPD/4= 292 GAL/CYCLE CONNECTIONS 8" BASE PRECAST CRUSHED-STONE BEDDING LOCATED AT RETURN VOLUME: 31 GAL WINDMILL SQUARE DESIGNDOSE: 323 GAUCYCLE USE A NEW 2000-GALLON PUMP CHAMBER PRECAST CONCRETE MANHOLE (H-20) 3821 FALMOUTH ROAD NOT TO SCALE MARSTONS MILLS, MASS. DISTANCE REQUIRED BETWEEN PUMP ON AND PUMP OFF FLOATS: SCALE: NONE DATE: JULY 19, 2005 323 GAL/CYCLE - 500 GAL/FT = 0.65 FT/CYCLE 0 - - - FEET ZN OF AMA- STORAGE REQUIRED ABOVE WORKING LEVEL: 1165 GAL. � �c��� `�^, PREPARED BY: STORAGE PROVIDED ABOVE WORKING LEVEL: 1175 GAL. cN ;J JC ENGINEERING, INC. cis41807/,L 2854 CRANBERRY HIGHWAY GREASE TRAP (DUNKIN DONUTS): �� �- q•� EAST WAREHAM, MA 02538 DESIGN FLOW: 18 SEATS Ca 15 GPD EA. =270 GPD 508.273.0377 USE EXISTING 1000-GALLON GREASE TRAP ' , Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.512 7 EXCERPT FROM THE BOARD OF HEALTH MEETING MINUTES ON II. Hearing - Proposed Regulation: Tight Tanks at Beauty Salons and Barber Shops. Leo 4 cur, Roots Hair Salon, to be opened at Windmill Square, Cotuit, /,�1 spoke of his industry. He stated that the professional salons have good �t products and the home products bring a higher percentage of chemicals to the groundwater. The past studies done on chemicals from hair salons were found to be inconclusive. Upon a motion duly made by Dr. Canniff, seconded by Junichi Sawayanagi, the Board voted to continue with the current policy and to include the require to add a Holding Tank to a Hair Salon with the following conditions: 1) if the septic fails, 2) if there is a change in ownership, or 3) an increase in flow. (Unanimously,voted in favor.) I i i I I i Q:\MINUTES\EXCERPT OF MINUTES\Excerpt BOH Jun 2010 Hair Salon Cot.doc I % r s, Town of Barnstable Board of Health 200 Main Street,Hyannis.MA 02601 Office:,508-862-4644. Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. January 30, 2004 Mr.John L. Churchill, Jr.,P.E. JC.Engineering, Inc. 2854 Cranb'orry Highway East Wareham, MA 02538 RE: Windmill.Square Plaza, Failed and Non-failed Septic System Replacement Plan Dear Mr. Churchill, You are granted an, extension of time, an additional ninety (90) days, on behalf of your client, Holly Management, to replace the failed septic systems as described. within Phase I (below) located at Windmill Square Plaza Route 28 Marstons Mills.. [Originally, the Board of Health required the applicant to upgrade these systems on.or before December 30, 2003.]. PHASE I: The three failed systems currently connected to Dunkin Donuts, Razz Ma Tau, and Hair of the Dog shall be replaced with a shared pressure-dosed system on or before Mardh'30,-2004.t PHASE I The septic system currently connected to the Animal Hospital at the southern area & the property shall be replaced. with a. pressure-dosed. septic system within two years, on.or beforeecembe 30005 PHASE III: The remaining buildings,. consisting of multiple offices and a bank shall be replaced with shared pressure-dosed systems. (shown on the conceptual plan dated October 14, 2003)when any one of those septic systems fail. Sin rely,. I nPni ler, M.D. hair Churchill W indMillExtension r � !Y Town of Barnstable Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MS Wayne Miller,M.D. Mr. John L. Churchill, Jr.,P.E. October 24, 2003 JC Engineering, Inc. 05p-c Le;d-e — At 2854 Cranberry Highway East Wareham, MA 02538 RE Wlndnill Square Plaza, 1=ailed and;Non failed Septic System Replacement Plan Dear Mr. Churchill, You are granted permission, on behalf of your client, Holly Management, to replace failed and non-failed septic systems located at Windmill Square Plaza Route 28 Marstons Mills, with shared pressure-dosed systems in three phases as outlined below: PHASE I: The three failed systems currently connected to Dunkin Donuts, Razz Ma Tazz, and Hair of the Dog shall be replaced with a shared pressure-dosed system as soon as possible, on or before December 30, 2003. PHASE II: The septic system currently connected to the Animal Hospital at the southern area of the property shall be replaced with a pressure-dosed septic system within two years, on or before December 30, 2005. PHASE III: The remaining buildings, consisting of multiple offices and a bank shall be replaced with shared pressure-dosed systems (shown on the conceptual plan dated October 14, 2003)when any one of those septic systems fail. Please submit detailed engineering plans for Phase I of this project to the Public Health Division Office, 200 Main Street Hyannis as soon as possible (within fourteen days if possible). Also, engi ering plan for phase II and phase III shall be submitted in a timely manner to ensure the app c twill b le t meet the established deadlines outlined above. aye iller, M.D. Chai an ChurchillWindMiUlaza r 2 2 � o ..,•'" �*,..ar" .+* pax'; °. � ��* �� T: * �! x " a N .. . . � - .+ �• - ` ,� P � . �' �" � _� ; d�.y-�.,� ��,emu,. �.,� �_. - fir' s �;n d• _ , ,�'�l�s�,.r�- �*"� :� f o ✓ /'�.j• •x. k'.--�•.. �r,,.�..d.Cy° '4 ,,,..fir*P`t.*�. _ . ., ,� c � � � c � � �: ,q �S � �°'a �"r ctp450 . "Y�+"�rtt`.�.`i y �pyy F 1 '�Y.,.e�.. x • It - it oFtHE,�, Town of Barnstable Regulatory Services v� MAW. ,�g Thomas F. Geiler,Director A'Eo 39. Public Health Division Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Windmill Square Limited Partnership July 1, 2003 297 North Street Hyannis, MA 02601 NOTICE OF VIOLATIONS OF 310 CMR: 15.00 THE STATE ENVIRONMENTAL CODE TITLE V• MINIMUM REOUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE The property owned by you located at 3821 Falmouth Road, Marstons Mills, was inspected on June 20, 2003 and June 23, 2003 by Sam White, R.S. Health Inspector for the Town of Barnstable, because of a complaint. The following violation of 310 CMR 15.00, the State Environmental Code, Minimum Requirements for.the Subsurface Disposal of Sanitary Sewage and 105 CMR 410.00 State Sanitary Code II - Minimum Standards of Fitness for Human Habitation: 105 CMR 410.300 AND 310 CMR 15.02 (207) Septic system in hydraulic failure. Raw sewage has been observed at ground level and some seeping down parking lot to the storm drain 1) You are directed to hire a licensed septage hauler to pump the overflowing septic system within twenty-four (24) hours of receipt of this letter. As stated by your office, the system was pumped both times following a phone call from the Public Health Division. 2) You are also directed to keep the on-site sewage disposal system pumped as many times as necessary(daily if need be) to keep it from overflowing onto the ground. 3) You are further directed to contact and hire a professional engineer to design a septic system which meets local and state regulation requirements within fourteen (14) days of receipt of this letter in order to repair this system or connect to town sewer. 4) The newly installed septic system shall be completed on or before August 1, 2003. You may request a hearing before the Board of Health if written petition requesting same is received within ten (10) days after the date the order is served. r` I l Q- i Non-compliance could result in a fine of up to $500.00. Each day's failure to comply with an order shall constitute a separate violation. PER ORDER OF HE BOARD OF HEALTH omas A. McKean Director of Public Health i ..�No. S � )2 N� y �� c/ � � �U/d V1'�~� vied Fee a THE COMMONWEALTH OF MAC:?' 0.,HUSETTS Entered in computer: • Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 9[ppIication for Of 0poof bpotem Congtructfon Permit Application for a Permit to Construct( )Repair(/\l)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner' ress ap Tel,No la`ww ros �5 _ ' i4 6 Assessor's Map/Parcel `��. ( A91 Nr; `� Ins is Name Add ss,and Tel N . � 2 --33 Designer's Name,Address and Tel.No. 55 a, 3 �� r Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design.Flow gallons per day. Calculated daily flow -gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when ppllle- icable)d �' �� .�c�e 1540 � �� - ct� WOO G,L6n ?Utz �e�'f n ' x aylrl �QjY"%©' 1Psa�U� 'ae1,l. Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with,the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been ' u d by is B d of Health. Signed Date- - Application Approved by Date 611- r Si- Application Disapproved for the following reasons v Q Z v Permit No. metro 7 Date Issued �7 v� —r .. --� _ U Fee THE COMMONWEALTH O>`MAS USETTS Entered in computer .... Yes 1 PUBLIC HEALTH DIVISION - TOWN OP-Bid►RIVSTABLE, MASSACHUSETTS �• 2pplication for Mtgponl *pgtem Construction Permit j, - Application for a Permit to Construct( .-)Repair N)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. I Owner's Name,Address an Te No �t,a•.� I"'atdmo� h�'�"cr , °rK�t t•�I�a �. �'u�.d Assessor's Map/Parcel ` � "? 9,91 t� i O Installer's Name,Address,and Tel.No. 5�3� ?/) - 3�J Designer's Name,Address and Tel.No.(50s)DO 3_0 SP C�box ri-6 m 61L.► LA oato30. ` a Type of Building: _ t 4 Dwelling No.'of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.-of Persons Showers( ) Cafeteria( ) Other Fixtures ' Design Flow gallons per day. Calculated daily,flow gallons.' Plan Date Number of sheets 'Revision Date Title f r Size of Septic Tank Type of S.A.S. / Description of Soil Nature of Repairs or Alterations(Answer when tapplicable)�m i loa c� Jfl a ?,4o 1 al_Ia�� le ojo c/CAO h fi ilk nnc7 T1n✓� � SYti� .(7 r.L�at k",�.< 1) V iT 4....1 n, X.r-F.n' �Onrh ,,M Q__` Date last inspected: r Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system ` in accordance with the provisions of Title 5 of the Environmental Code and not to p lace the system in operation until a Certifi- cate of Compliance has been � sued bard i y,this Bo of Health. { , Signed l P r 1 Date Application Approved by /V 1 ,�_. Ca. �''r r 11a .Irl � Date c.. Application Disapproved f rt� the following reasons /t.}b y/L Z C Permit No. riq- Ez 7 V Date Issued C �� THE COMMONWEALTH OF MASSACHUSETTS ►l 5 BARNSTABLE, MASSACHUSETTS - Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired (N )Upgraded( ) Abandoned( )by_::5z.1)}r, rrr-N446 r- ers,A e , at ����� I A t .1�1., `P�1 �'?rn r�� � ��1�fir, has been constructed i accordance �' t ..o , l V ••� v .7 wide the provisions afTitle 5 and the for Disposal System Construction Permit No. G„ �—dated / � rr�( Instai,er t(� rAre n,_., �- Designer The issuance of this perm/it shall not h construed as a guarantee that the system i114f t chon as designed. Date 7 .a✓� _ Inspec&l �' �� ----------------------------------------- No. p[a Ic-- ::2 Fee ! l .T,.!,E COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Maigpogar *pgtem Congtruction Permit Permission is hereby granted to Construct( )Repair(f� )Upgrade( )Abandon( ) System located at I x a�•i ri •0 L and as described in the above Application for Disposal Systern Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. a Provided: Const uctiod must be completed within three years Af the date of this-permit Date: 1 S / __ Approved by JU�-20-2005 02 : 12 PM JCENGINEERING 508 273 0367 P. 01 Town of Barnstable Regulatory� >ry Services r ices $ Thous F.bailer,Director JPub&Health Division Thoteas McMant Director 200 Mdu Street,Nyaa iais,MA 02601 Office: $08-862.4644 Fax 908-79M304 A,]z Date: Designer, IC cvy�,evtecrr� Tr,c . i<gst4lter; n d�YYI �7Q„Lc flu IDl �n Address: 2ti 5Y C.ro.,lfffrx ikL\nwag Address; L wpretn N A 6z5 i ,YIjIY D,.�ale,. �► 5 as issued a permit to install a t8 (ins l�te septiosystemat 3621 falmuutln Roo61 NOrSOA, o MS based on a design drawn by (address 'SC 4-o in'f'.tin TVIc dated N001 Ll z.eo3 C (�+s! retiibrtl el• X i certify that the septic system ref6renced abuvc was installed substxmiatly saoording to doe des fin.'which may inolude minox approved changos such as lateral relocation of the distribution box and/or septic tszk. I certify that the septic system rofcuonced abode was installed with m 'or ohantes Q.e. smatar than 10'lateral relocation of the SAS or any vertical relocation of any coatspoAeut of The septic Ttem)but in aceordaaca with State do Local Re Mons, Plan revision or cerdfied as-built by designer to follow. `M OF Al somN k.. ` . 'A t, 3w. s piet=) `41807 ost�ner's WI ix esign a t ere PIZE r A W1 led Q:Heat�/eepttic/�slsmor CteRtlaswoa Fs� r C- zo GENERALNOTES hROUTE,D Y RIEG128 RvnsE NOTED. SYSTEM COMPONENTS ANGCONSTRUGTIOn METHWs GOOF PAVEMEm' TIRE 5OF THE STATE ENNRWMENTµ COGS MD MY BNKLBE IN ACCORDANCE M MY g�MGES TO THIS PLAH MOST BE `H2O,SGB GALLON SEPNG TANN MSEVA:n RFE PVCPaE wTTH WATER T�IGRHr EG BS SHE BOM uOFH rnsPosµ AND THE OYST'E%M°uxLESSOTHERwaE NOTED. EL,M arl 80 Pa[v[nT SVEAnWT,THE PROPOBEGFINISH GPwDE SHALL 10T BE LESS THM y RNG EDGE OF PPVEM— SEVKRMM'HOLE \ ELEvnnW.11.5 FORADIST SCEOIIA E NDTE[ERIIFa ICIAHi+ET UNLEGSP' .M aeyp WSEav TI ANVFLLEDEw'FII TO PUMI`ED YIYE TYPE-NECTIary LTYP.I NVE TOUT EL.•9S3a(eT,3e1 1 1 AHEUrvEREL9 rvOi LE83El Eiww THE eI�NLWiELEYATIOH v STYP OF 51 I eLOFF µL SOLID FEE AT,O%MINIMUM GAS HI ' G, 1 THSsv—is—IT OE—EG FOR A GARBAGE GSPOSAL I / E�99bt _ 0 i 0 -E%19r1 ORNNAGE LEACH T -- ��I I LG4 BOMV OF HEUTH TO BE NOTIFIED PRIOR TO Bµ'X FILLING YHEx SYSTEM IS / a;L ( 8 \ FlyP.I NG ^ .,� li I 4 ADD READY FOR IxsPE SYSTEM IOMID OF µ3 NOT T°GEB FILLED s I i i❑ � //o sano I 1 BLDB h I ,J, E�3Ho «R�MOFIKSTMELGBrAINED FROM THE TOP OF i G —)Ewsnn DRMnACE CArn102s1x I cPUl 1 sHAu vEww Au ummLOcnsnw+s rraoR rO consTTwcTpnTHRawH H.qo zaoocuLON PUMP I' 'la our chins - ITT'I° b TUF.1Iu.Az RAPPLI as PwDRTO WMDFI M DIEGRE sTEAT TIE E�,9;'" '� / NEER °P9LE AGErvC ES REPGRr ANYD SCREPPNCF9 TO THE DESIGN ND CHAMSE INVERT IN EL,.B1T5 -- ORro -®" InG,SMTGµ SEPTIC (/ 3pMe WHEPE PIPE ENTERS AND EnTe CONCRETE STRUCTURE95NN10E MA➢E 193.9a1 I wSnnc sE,RIc ° 'VEmFTTC� O ° µlR ycaxTRncioa TO ID. 1I/'1II /I �YE�HEAST r3 Ha °I TArva uC_TRf.r TO _ — Lrv_.m..e• __ __ __ F IIHiOUT EL. _21 _J I 1 FUTURE 11. 111OETERMIxnn°"HAS KEN UNDE AS TO COMPUANCE w,TH VEEDED OR ZONING T. OERD"Tr' RE�GO—NA OwNEWAPPLIC-TISTGODruNSUCHDETERMINATWxFROM MAP57 a - EASTµ111ISBDcµ"SEPTIC 9 aRUEAUTHOUIY. WS0 ' PARCEu �, ° ❑ ( RiP'n lnv°OHTRAc�°o'Rizi __ / J, I r / // (rRASE ImrsTEM MI CGMso °�I °iF BLD7 �s,\I s, uroia PnviMr niM c°MPONExrs sNAU ImTHsrnxo wlo LOAoncuNLEsscATE° " RrRAVELE IN YS xvmlcH cnsE TNEY sNALL THs An Z Lore _ 4 I BLD4 'TP Q19GRo, 1 / / ,3, DOUBLE w+SHED CRUSHED STONE SHALL BE FREE OF AU DING.DUST AND FINES. °LO 5 BixDMUL / / / -R5, Q II ,�� I TGF,o2ms roF.,OvaB DI TOF=1Dz.n "0 I ��' OTHER urvsLBTABLE MATEwALINAccD Fr°Eon°A3i sloes oFiencrBio PxlLnrLE Du toss caGl / ' /� ABEN An�COARse sa+D FREE PRaM,Lr.Flrv[s Ga PLACE I Ba03pR „Ta GPoI ,z5eGw1 ... i' LE an TH 31D MR 1sx PRE 6 EG (n / 6 11 —FIELD I V / 9� °RSHALL n ENGINE TOCOOFMATION R Wrvvw NTE II ar,ar \ � / GDn�TG,3GFRGMTHGGEBHDwNPRwRTDGWRrvBA�rvGFwDR,L l) ,� f^j, // _ O / PRGN3E°PROTECT IS GN AS PARCEL.on ASSESSOR'SM_Es l�(' r f MAP57 �a // OF LL3DARE IP N I I '" _ �„HB,REETMM ILT.LEa 1, - sB. / A�3 na DxeB,o , PULL wE9 � FF I BAL�3 �^ 1BB,m9sc F / rAn ,�; ^��T, // sSXELD 11 FEnu aooD zonE c car2Munm PANEL NO. Z IMPEEI°O= /Y D REFEREACE:s o C\ TING °I,eGGP01° \ /// "LC ;Es evA f� //_- TEST PIT DATA 39LS,AB RDN ry,/ I �PI IMOUT E NoP / n _L. / / DATE seWa3 FY'M e. a 1 F.. B FD o / - M W. 1 I oF•f02 ° �� '�- / a °RUAu9ua>.zmS3n� SSRN—ALTEMrwn TO PUTNP AVENUE RECGMED1 uB,GPDI //��r BLD 11 /c6�. �.. / /% J�\ ( TEST PIT I I T. sERR URDEDDI PLAN�IN Sc Ne,TFKE a'c�i"o A°NNsr"u1's T D3 �'// COVEFLI-°' I$ ® I / 4Ls 11�CPD1 I / /�i�h j9 \ L,�.,,.0 FERC FATE=•< a tsxt TAT µ w.DAD RuExe IFUMOUTH ROAO10TOn. I E G,ooG ° BLD2 X ° ®. �iA PR PE i "BE10RED "on THIS PLAN'.'°�m oEsa 211°PU,EiES PIN OH ER TnTE9 DUN oEUAlaaTfFB MEREWEBTEG PURWANTTDBOAIm gIFGNTRA , DHE THDE°BaNOFxDE®ERIBH.xBN I vE IINY.OUTEL. I O �O1TEn2� / / Fl3 (I.,. S'vARwnCE M,a-S.a)FONTHEDEPTHOF COVEFOVEFrNEPRDPOSEDSEPRC 1IN.jz " : I�.l A.D YARwNCE I--3.al FOR THE DEPTH OF COVEa ovER THE PROPOSED PUMP a; �� B'H/+SEIII°'E BS UNDERGROUND Unurr LGGATIDN$GMOWN ONTIASPLAHAREAPmOwMATE ONLY.THE M Ba sZNSIBLEFORLOCATINGµLLT.,EGRnORTOSr IDS �I I f D WnBTRDGTIW. ,BrRMB P MINILM REQUIRED 11SPEGOON1 1. DION cG=COORTG S, HE E_RFOR,rvGADff NS°M RRSrME�°PER ElIBLITY OFTHE o 2ANGPENHOLEN ITIONlIT EELEl"INGAREA�A"onNHsm LBEREEWTSD-` LEGEND jf, „✓�., ` a �a �_. .� / �,•: oN OF THE IEACHInGeaEA PRWarO anfJNGPEASTONEwILLBE Dxa5 ACruµ ELEVAr Gry ASBU LT- Q SS• �f 4.THE PUMP 4EWwPa TEST SNUL BE PERFDRMED IN PRESENCE OF ENGINEERING MIIEN.T" TEST PIT 2 EXIGRNG CGNTDUn [I�� �0 1 IxsPECrDn. µro� BBT� z— PRO �o l ERG RAr�OGEDsEl SWTGP UDT 5 LCSCU' a . N. ;PNAU EEBIvSTEM Ertc EWSTING E—U UT1ES .L (� � DESWPT1on EwsTINC GASLNE ,.+'r� O -v r �. REv DAZE "AS-BUILT"SEPTIC SYSTEM PROPoseDl.m,soDOA1"SEPnc rANn — Ewsrw°wATE�,ONE f - FBIT PHASE I, SHEET OF Fll / EASTINGGEPTICTAN. 2 "AS-BUILT" LDGATEDAT ` �� TFET_ 4 la'� G ♦n� r '+y'z HOLLY MANAGEMENT 0o PFDPGGED»xB:BBB.GALPGMPOHAMBER � `1 ��� � -� PLAN ..�/ ,r,^ k7 T WINDMILL SQUARE Pv PFESEURELATERALPIFE =FIG SEPTC LE FTI—ION C;] `^� ` S1�A , g AFPacwO G ON FnweE AND COMER ttt �` 3821 FALMOUTH ROAD To°RenE°"P'^"1 I '°r8� MARSTONS MILLS,MASS. _______ souD wcPFEssuFE MAwFOLD ® cAsr FRAME -„"'G a,s, ».} `'"N _'� ,DYRSM D-B:ELY IS, soL we PnEssuRE PIPE F Ensr rvcsEPrN: RON D, .zon � { o" IN FI ;wn —__—OILeW1D wc—VENr PIPEnr PIPE O EFIET.G CArd1BASIn ..4 PnarossoELEcmIc LINE sTIxG DRaxAGEcH PITµLorar R - �y •.'.3G?- Dm Tre JCENGINEERING,INC. oW t•} ✓i,.%'r'A" I mW 2854 CRANBERRY HIGHWAY M�OrvwArE urvLE �IIE _ SITE PLAN ® G'"`°"M" °°"F"A"E"° LOCUS PLAN } EAST 508273.0377 02538 CGVERTOIRADE SCALE:,'.,DIm JC ENGINEERING, Inc. Civil & Environmental Engineering 2854 Cranberry Highway East Wareham, Massachusetts 02538 Ph. 508-273-0377—Fax 508-273-0367 December 5, 2003 RF .EIVF DEC 17 2003 Town of Barnstable TOWN OF bj r<•jS i ABLE Board of Health HEALTH DEPT. 200 Main Street Hyannis, MA 02601 RE: Windmill Square,3821 Falmouth Road, Marstons Mills Dear Honorable Board: In your letter dated October 24, 2003, you outline the three (3) phases of the project with specific timelines. Please accept this letter as a formal request for an extension of not more than 60 days (February 28, 2004),weather permitting for the construction of Phase I. Please find attached a copy of plans provided to contractors for their bids. As shown by the plans, this project is sizeable and the additional time will allow for a quality job to be completed by the contractor. Rest assured we are working as quickly as possible to complete the project. Please advise at your earliest possible convenience and if there are any questions or concerns, please feel free to contact our office. Respectfully, John L. Churchill,Jr., P. E. President Enclosure }. JLCf th JCE#512 I ca ..r JC ENGINEERING, Inc. Civil & Environmental Engineering 2854 Cranberry Highway 1 East Wareham,Massachusetts 02538 Ph. 508-2 73-03 77—Fax 508-273-0367 August 4, 2003 RECEIVED Mr. Thomas McKean AUG 0 6 2003 Town of Barnstable Board of Health 200 Main Street TOWN OF BARNSTABLE Hyannis, MA 02601 HEALTH DEPT. RE: Windmill Square Plaza VIA FACSIMILE @ 508-790-6304 and First Class Mail Dear Mr. McKeene, On July 20 and July 26t'2003, I inspected the eleven(11) sewage disposal systems located at Windmill Square Plaza, Marston Mills, MA. The determination of my findings were as follows: 1. Three (3) systems in hydraulic failure A. Dunkin Donuts B. Razz Ma Tazz C. Hair of the Dog 2. Eight(8) systems operating without any evidence of backup and below leaching pit inlet invert. We have had conversation with the DEP relative to this site and how to treat the facility or individual systems. Their determination revealed that it is up to the discretion of the local approving authority whether a complete upgrade of the facility or individual system repairs will be required. We realize that the site is a facility under one ownership and are looking to you for your determination on how to proceed with the upgrade design. Additionally, it has been brought to our attention that the Board of Health was considering requiring an Innovative/Alternative System based on the Board of Health Regulations Part VIII: Section 15.00. Under Section 15.00 Paragraph 3.0 (a.) which states in part that"Consistent with the applicability provision set forth above,the Board of Health may require any new development, and the expansion, alteration, or modification or change in use of an existing development, to utilize an on-site innovative/alternative septic system or a shared innovative/alternative septic system.." After reviewing this section and taking into consideration that this project involves only the upgrading of existing failed systems,this regulation does not appear to apply. t ' -r^ Page 2 August 4, 2003 y Based on the regulations, we believe that the facility owner needs only to upgrade the three individually failed systems or provide pressure distribution for the entire facility. Awaiting your response, I remain, Sincerely yours, John L. Churchill, Jr., P.E. President Copy to Holly Management JCE#512 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION 4" TITLE 5 4 ' R 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM ,. PART Ati 3' CERTIFICATION " +; Property Address: 3821 FALMOUTH RD ,MA 02632 S O Owner's Name: NATURE'S ABUNDANCE C/O MS.GIALLONGO Owner's Address: 110 A MILFORD ST MEDWAY MA.02053 '' Date of Inspection: 11/8/01 Rec IF #I) Name of Inspector: (please print), JOHN GRACI Company Name: SEPTIC INSPECTIONS NOVN 2 Zfj�.j t ; Mailing Address: PO.BOX 2119 TEATICKET,MA.025 6 TOWN O . t HEq�THDpT��iE I Telephone Number: 508-564-6813 FAX 508-564-7270 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is,,, r true,accurate and complete as of the time of the inspection.The inspection was performed based on my training and i experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: X Passes _ Conditionally Passes t NeedslFurth aluation by the Local Approving Authority , Fails Inspector's Signature �` Date: 11/8/01 ;� 1 ? The system inspector shall submit copy of this inspection report to the Approving Authority(Board of Health or DEP)within . 30 days of completing this inspection.If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be I sent to the system owner and co ies sent to the buyer, if applicable,and the approving authority. � Y P . Y � PP Pp g Y Notes and Comments THE SYSTEM PASSES TITLE V INSPECTION.RECOMMEND PUMPING EVERY TWO YEARS TO PROLONG THE., SYSTEM'S USEFULL LIFE. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This t'(` inspection does not address how the system will perform in the future under the same or different conditions of use.,', i M a t :•fit.'.t.i��ti. Title+ S lncnnrtinn form A/1 5/Innn, Pages 2 of 1 I t f OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A _ CERTIFICATION(continued) Property Address: 3821 FALMOUTH RD CENTERVILLE,MA 02632 .t, .;%t+ r Owner: NATURE'S ABUNDANCE C/O'MS.GIALLONGO Date of Inspection: 11/8/01 q::.. Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D t A. System Posses: , "R=u: X I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 ; CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: , { THE SYSTEM PASSES TITLE V INSPECTION.RECOMMEND PUMPING EVERY TWO YEARS TO PROLONG?"" 3 THE SYSTEM'S USEFULL LIFE. B. System Conditionally Passes: ' One or more system components as described in the"Conditional Pass"section need to be replaced or repaired.The system, upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined"please explain. T ' " 2_, i n/a The septic tank is metal and`over 20 years old*or the septic tank(whether metal or not)is structurally unsound,exhibits 3 substantial infiltration or exfiltrat on or tank failure is imminent. System will pass inspection if the existing tank is replaced wq;. with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old'is available. y ND explain: n/a n/a Observation of sewage backuror'break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if(with approval of Board of � Health): :. f _ broken pipe(s)are replaced ' ,*¢ _ obstruction is removed _ distribution box is leveled or replaced , ND explain: n/a n/a The system required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will pass r 4 inspection if(with approval of the Board of Health): m _broken pipe(s)are replaced _obstruction is removed � ND explain: n/a 4. 34 a• Page,3 of 11 LL OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS "h SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A "7 CERTIFICATION(continued) Property Address: 3821 FALMOUTH RD CENTERVILLE,MA 02632 Owner: NATURE'S ABUNDANCE C/O MS.GIALLONGO P A:• Date of Inspection: 11/8/01 C. Further Evaluation is Required by the Board of Health: _ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 3 }ts 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: _ Cesspool or privy is within 50 feet of a surface water i :f _ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the s stem is functioning in a manner that protects the public health safety and environment: Y g P P Y r; 4 _ The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface'water supply. } � > r�Y _ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. . _ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ^ , _ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water y ` supply well".Method used to determine distance n/aTi "This system passes if the well water analysis,performed at a DEP certified laboratory,for coliform bacteria and { , 1.4 � volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia�4;�2j'x. nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy x f`.80 of the analysis must be attached to this form. , _< ! s fit. yyt s 3. Other: n/a 4 1 /y' Y t � Page 4 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM �. PART A CERTIFICATION(continued) Property Address: 3821 FALMOUTH RD CENTERVILLE,MA 02632 Owner: NATURE'S ABUNDANCE C/O MS.GIALLONGO _ Date of Inspection: 11/8/01 D. System Failure Criteria applicable to all systems: < :, You must indicate"yes"or"no"to each of the following for all-inspections: Yes No " X Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool X Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool X Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool 's X Liquid depth in cesspool is less than 6"below invert or available volume is less than ''/Z day flow � t X Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of timesta ' pumped nLa. �' I X Any portion of the SAS,cesspool or privy is below high ground water elevation. ,4' X Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. X Any portion of a cesspool or privy is within a Zone 1 of a public well. _ X Any portion of a cesspool or privy is within 50 feet of a private water supply well. _ X Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis,performed at a DEP r }` certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free C. .`t i e from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this forma R (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 ;; , CMR 15.303,therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure. l � E. Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. f r You must indicate either"yes"or"no"to each of the following: 1 (The following criteria apply to large systems in addition to the criteria above) ` rw yes no { _ X the system is within 400 feet of a surface drinking water supply X the system is within 200 feet of a tributary to a surface drinking water supply X the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped ; _ Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered t ; "yes" in Section D above the large system has failed.The owner or operator of any large system considered a significant threat;.;' :;>_? ! under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner „3 } should contact the appropriate regional office of the Department. y�a,ry i Page,5 of I 1 .i. f, OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS Y 5 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM a PART B .;:r:;°; CHECKLIST `Y , r { Property Address: 3821 F'ALMOUTH RD CENTERVILLE,MA 02632 Owner: NATURE'S ABUNDANCE C/O MS.GIALLONGO Date of Inspection: 11/8/01 Check if the following have been done.-You must indicate"yes"or"no"as to each of the following: Yes No X _ Pumping information was provided by the owner,occupant,or Board of Health _ X Were any of the system components pumped out in the previous two weeks? f' rt " X _ Has the system received normal flows in the previous two week period? X Have large volumes of water been introduced to the system recently or as part of this inspection? ' f-4;. _ X Were as built plans of the system obtained and examined?(If they were not available note as N/A) a X _ Was the facility or'dwelling inspected for signs of sewage back up? X _ Was the site inspected for signs of break out? ' X _ Were all system components,excluding the SAS,located on site? i X _ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of constructi6n;dimensions,depth of liquid,depth of sludge and depth of scum? X _ Was the facility owner(and occupants if different from owner provided with information on the proper maintenance t' , P )P P P of subsurface sewage disposal systems? $ : The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes no i X Existing information.For example,a plan at the Board of Health. "�" X _ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(3)(b)] ' M V . i �e t e t. t. K• *lu Tp_{ i Page 6 of 11 , OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS " SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM �: *a PART C � " SYSTEM INFORMATION Property Address: 3821 FALMOUTH RD CENTERVILLE,MA 02632 ?; Owner: NATURE'S ABUNDANCE C/O MS.GIALLONGO ` Date of Inspection: 11/8/01 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 0 -Number of bedrooms(actual): n/a T DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 0 Number of current residents:n/a ` zM E X{ Does residence have a garbage grinder(yes or no):NOL Is laundry on a separate sewage system(yes or no): NO [if yes separate inspection required] . Laundry system inspected(yes or no): NO Seasonal use:(yes or no): NO ' Water meter readings, if available last 2 ears usage d n/a g , ( Y g (gp ))� Sump pump(yes or no): NO >.' Last date of occupancy: n/a c y COMMERCIAL/INDUSTRIAL Type of establishment:RETAIL STORE ' Design flow(based on 310 CMR 15.203): n/agpd Basis of design flow(seats/persons/sgft,etc.): n/a 4t Grease trap present(yes or no):NO Industrial waste holding tank present(yes or no):NO t. i Non-sanitary waste discharged to the Title 5 system(yes or no):NO Water meter readings, if available: n/a Last date of occupancy/use: n.a OTHER(describe): n/a GENERAL INFORMATION Pumping Records N Source of information: n/a Was system pumped as part df the inspection(yes or no): NO .; If yes,volume pumped: n/agalIons-`How was quantity pumped determined?n/a 4 i t Reason for pumping: n/a * TYPE OF SYSTEMx X Septic tank,distribution boN,soil'absorption system _Single cesspool X K = _Overflow cesspool r. _Privy z _Shared system(yes or no)(if yes,attach previous inspection records, if any) , _Innovative/Alternative technology.Attach,a copy of the current operation and maintenance contract(to be obtained from system owner) ,r t _Tight tank Attach a copy of the DEP approval Other(describe): n/a S" ^ Approximate age of all components,date installed(if known)and source of information: ' #+ 20 YEARS OLD f ; �Mlyr. Were sewage odors detected when arriving at the site(yes or no):NO ; lL Page 7 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 3821 FALMOUTH RD CENTERVILLE,MA 02632 Owner: NATURE'S ABUNDANCE C/O MS.GIALLONGO Date of Inspection: 11/8/01 r .. BUILDING SEWER(locate on site plan) Depth below grade:30" Materials of construction:_cast iron X40 PVC_other(explain): n/a Distance from private water supply well or suction line: n/a Comments on condition of joints,venting,evidence of leakage,etc.): ( J g� g , ; TOWN WATER <.k SEPTIC TANK: X(locate on site plan) t . Depth below grade: 24" Material of construction: Xconcrete_metal_fiberglass_polyethylene other(explain)n/a x If tank is metal list age: n/a Is age',confirmed by a Certificate of Compliance(yes or no):NO(attach a copy of certificate) : Dimensions: 150OG L 10' 6",H,5' 7",W 5' 8"" Sludge depth: 1" ~ Distance from top of sludge to bottom of outlet tee or baffle:33" '. Scum thickness: 0" Distance from top of scum to top of outlet tee or baffle:6" Distance from bottom of scum to oitom of outlet tee or baffle: n/a r. . : How were dimensions determined: MEASURED ` Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity, liquid levels as related r to outlet invert,evidence of leakage,etc:): THE SEPTIC TANK AND ALL COMPONENTSAPPEAR TO BE STRUCTURALLY SOUND AND FUNCTIONING PROPERLY. RECOMMEND PUMPING EVERY TWO YEARS TO PROLONG THE SYSTEM'S ` USEFUL LIFE SYSTEM. GREASE TRAP:_(locate on site plans Depth below grade: n/a Ns.. Material of construction:_concrete_metal_fiberglass_polyethylene_other(explain): n/a Dimensions: n/a Scum thickness: n/a Distance from top of scum to top of outlet tee or baffle: n/a Distance from bottom of scum to,bottom of outlet tee or baffle: n/a Date of last pumping: n/a dations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related Comments(on pumping recorntnen to outlet invert,evidence of leakage,etc.): n/a y t: y� 1 j 7 Page,8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM �4= PART C SYSTEM INFORMATION(continued) ,K;_ Property Address: 3821 FALMOUTH RD CENTERVILLE,MA 02632 Owner: NATURE'S ABUNDANCE C/O MS.GIALLONGO '4 Date of Inspection: 11/8/01 TIGHT or HOLDING TANK: (tank must be pumped at time of inspection)(locate on site plan) ,y Depth below grade: n/a ` Material of construction:_concrete_metal fiberglass polyethylene other(explain): n/a Dimensions: n/a Capacity: n/a gallons Design Flow: n/a gallons/day Alarm present(yes or no): N/A Alarm level:N/A Alarm in working order(yes or no): NO Date of last pumping: n/a s, ,.. Comments(condition of alarm and float switches,etc.): : t n/a DISTRIBUTION BOX:_(if present must be opened)(locate on site plan) � x Depth of liquid level above outlet invert: n/a Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage mtoy or out of box,etc.): 4 ' n/a PUMP CHAMBER:_(locate on site plan) 1. Pumps in working order(yes or no): NO Alarms in working order(yes or no):NO Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): n/a , ry �A r 'ill E fl s page 9 of 11 . OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS x . SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM ' 4` PART C SYSTEM INFORMATION(continued) Property Address: 3821 FALMOUTH RD CENTERVILLE,MA 02632 { Owner: NATURE'S ABUNDANCE C/O MS.GIALLONGO Date of Inspection: 11/8/01 . I - SOIL ABSORPTION SYSTEM(SAS): X (locate on site plan,excavation not required) z If SAS not located explain why: , n/a ', Type,: , 1000 GAL 6'X 6' leaching pits, number: 1 n/a leaching chambers, number: n/a n/a leaching galleries, number: n/a t 4 n/a leaching trenches, number, length: n/a n/a leaching fields, number: n/a _ n/a overflow cesspool, number: n/a n/a innovative/alternative system Type/name of technology: n/a Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation,etc.): l THE LEACH PIT IS STRUCTURALLY SOUND AND FUNCTIONING PROPERLY.THE PIT HAS NOT HAD MORE THAN 1' OF WATER IN IT.BOTTOM AT 10' CESSPOOLS: (cesspool must be pumped as part of inspection)(locate on site plan) "= Number and configuration: n/a Depth—top of liquid to inlet invert: n/a . Depth of solids layer: n/a r '' Depth of scum layer: n/a Dimensions of cesspool: n/a Materials of construction: n/a Indication of groundwater inflow(yes or no):NO Comments note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): ( g Y P g g _�' n/a PRIVY: (locate on site plan) ' Materials of construction: n/a r Dimensions: n/a -, wr Depth of solids: n/a . Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): n/a iN -41 t r ,cTs. . 10 of 11 Rage OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS ; SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 3821 FALMOUTH RD CENTERVILLE,MA 02632 Owner: NATURE'S ABUNDANCE C/O MS.GIALLONGO is Date of Inspection: 11/8/01 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet.Locate where public water supply enters the building. o O ;- { 1y' Jr. .[et rn .9`v } y in Page; 11 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 3821 FALMOUTH RD CENTERVILLE,MA 02632 Owner: NATURE'S ABUNDANCE C/O MS.GIALLONGO Date of Inspection: I1/8/01 SITE EXAM _Slope i.. _Surface water T. _Check cellar Shallow wells `d Estimated depth to ground water 15+feet 4: Please indicate(check)all methods used to determine the high ground water elevation: F _ Tk- NO Obtained from system design plans on record-If checked,date of design plan reviewed: n/a NO Observed site(abutting property/observation hole within 150 feet of SAS) NO Checked with local Board of Health-explain: n/a NO Checked with local excavators, installers-(attach documentation) YES Accessed USGS database-explain: n/a You must describe how you established the high ground water elevation: USGS MAPS AND CHARTS-15+FEET P q,• t_ td a: y F{; Citizen Web Request Page 1 of 1 I" EAM 'TAW 3;' Citizen Request Management Request ID: 31814 Created: 8/13/2010 3:14:02 PM Status: Assigned To Staff Assigned To: Desmarais, Donald Health Office I Anonymous: Yes Category: Title 5 : Section 353-7 Sewage E.C. Date: 8/27/2010 Created By: Wadlington, Ellen Citations: i Health Office Time Worked: 0 Response Time: 0 Request Location: q Windmill Plaza - Beauty Salon 3821 FALMOUTH ROAD/RTE 28 Marstons Mills, Ma 02648 Parcel Number: Map: 057 Block: 004 Lot: 000 Request: Beauty shop operating without holding tank installed. Request Work History: http://issgl2/IntemalWRS/WRequestPrintPub.aspx?ID=31814 8/18/2010 e. I - ....... .. .... ...... THE COMMONWEALTH OF MASSACHUSETTS / BOAR® OF HEALTH ........ .. OF........��,. .................................... ApplirFataun for DaapuuFal 11irkii Tonutrnrtaun Vernfit Application is hereby made/for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal S �cy,4ve w ..I Lt�S,R..�..q...W .....--•--.....'.,�2��/�_.... ................ Q --•---.----- Lteatdexi-;! udres or Lot No. .. .......• � — ------•---- ---��� ---- -------- .-•----og:7........�`...... Ad." r W ............ .......................................... --•---••-•• 5�.................................... Installer ,/ Address Type of Building t J!D t /V¢�`. Size Lot............................Sq. feet Dwelling—No. o Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) PL4Other—T e of Building No. of persons............................ Showers — Cafeteria Q' Other fixtures ----------------------------•••. . W Design Flow........... ir..........................gallons per person per day. Total daily flow.......... ...........................gallons. WSeptic Tank—Liquid capacity............gallons Length.....k....... Width___'.._........ Diameter................ Depth............ x Disposal Trench—No..................... Width.................... Total Length....... _._.Total leaching area....................sq. ft. Seepage Pit No--------I---------- Diameter..�o.::�:...... Depth below inlet-"`1:.d......... Total leaching area'0&4.!:....sq. ft. Z Other Distribution box (V_) Dosing t, nk ( 17- '� Percolation Test Results Performed b ,� +!_�+.___44s:� .................... Date___-- ZF��':3._.._..._...- Y--- 1-4 Test Pit No. 1..... .......minutes per inch Depth of Test Pit---! a__....... Depth to ground water..�. r9.iVF .---_-- L14 Test Pit No. 2.....:?-n......minutes per inch Depth of Test Pit...l)a`.._._.. Depth to ground water- V W.4......... �+ '� Z- •------------------------------------------------------------------------ --Ja ------._........ lUfc_X! _ 0 Description of Soil Y•-�- -------•-------•-----•••••••••----•-•-•-••-•-•----•-•----•-•......••---•tA .....................................................lv°`�....------ x V ---....-•••--••---••-•••-----•-------•-•--••-•-••••-••-•--••--••••----••---•-------••..........••--•------•-•---•---•--•..............•-----••-•---•---•---------------•-•--•...._..--•-•---•--•-------- --------------------------------------------------------------------------------------------------------------------------------------------- -•-•---•-- -------- U Nature of Repairs or Alterations—Answer when applicable-.____'�__�ii�_.. .....�..' ----------------------------•-----------------------------------------------------------.............-=� fl>� -•---- --_L_.....'--------------------------....-----...---- Agreement: The undersigned agrees to install the aforedescribed I ividual Sewage Disposal System in accordance with the provisions of iITiiL 5 of the State Sanitary Co — e undersigne ur her s not to place the system in operation until a Certificate of Compliance has bee ssu by boar h th'.� I e, --------------- Dati� $ Application Approved BY------------- -------- ...................... - =--- Application Disapproved for the following reasons:........................................................... " •.. ....---•--•------------------•-------•--•--------------------...-•---•---------------........-----------•.=----•_---------==-----------------------------------....---------------------------------•---- Date PermitNo............- . - ••- Issued.............=......................................... Date ....................... .................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH J_�T Jl?- ..........OF................................................... ............. ...................................... Appliration for llhipoiial Works Tonstrurtion jIvernfit Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at: ........................... . ................................................................................................. Location--Address� or Lot No. A17,j LA ................................................................................................. ......................................... ...................................................... Address _'tj .................................................................................................. .................................------------------------------------------------------------------ 0; Installer Address Type of Building I Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic Garbage Grinder ( �4 A4 Other—Type of Building ............................ No. of persons.....................__._... Showers Cafeteria ( Otherfixtures ............................................................................................ Design Flow............r....r ... ..........................gallons per person per day. Total daily flow._........ .._................_.......gallons. 1:4 Septic Tank—Liquid capacityZl_!.�'....gallons Length......a------- Width...!�Z--------- Diameter______________ Depth....` W ......... Disposal Trench—No. .................... Width_......_.._...._._.. Total Length....._._............ Total leaching area....................sq. f t. Seepage Pit No.--_____--/----------- Diameter..�!L A------- Depth below inlet.!�_K�......... Total leaching area.!V .-..Z...sq. f t. Other Distribution box (V,-) Dosing tank ( ) - _P C I? P. Percolation Test Results Performed by..../— - ............................... Date......f�&A.1............. ---------------------------------- Test Pit No. I......?........minutes per inch Depth of Test Pit... ......... Depth to ground water_.'0Z--- .......... 44 Test Pit No. 2.....:?!n......minutes per inch Depth of Test Pit................... Depth to ground water........................ ----------------------------------*........................................................................................................................ 0 Description of Soil.,/..2 .......................................................................... 13.2.. ' --- ..............................................................i I' /............... U ............................................................................................................4........................................................................................... --------------------------------------------- .......................................................................................................................................................... U Nature of Repairs or Alterlitions—Answer when applicable.------ ..................................................... ................................. ........................................................................................................................................................................................................ Agreement: The undersigned agrees to-i:install the aforedescribed I di *dual Sewage Disposal System in accordance with 5o I IvI d4 U snot to place the system in the provisions of TITLE f the -State Sanitary Co —/e Undersigne u her y e/�i ss t operation until a Certificate of Compliance has be pd bye boar; I o. ................ ..... --- -------------------,^-- Date i Application Approved By........................... .............. .................................... ............... ---------- ......................... D ate Application Disapproved for the following reasons:.............................................................................................................. ........................................................................................................................................................................................................ Date Permit No.........................- . ............................. Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF...................................................................................... Tntifiratr of Toutpliaurr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed or Repaired by.. .. . ........ ....................... .................... ....................................................................................................................... Installer at.....I L.,.......................................................................................................... .................................I.... ............................................... has been installed in accordance with the provisions of-TIT LE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No......................................... dated-----------------------i___- ........... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE...............57..='-Jln....6-2--------------------------------- Inspector---. ............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH )ESIGNRNG ENGINEER MUST SUPERVIr S L�STALLATION AND -CERTIFy IN WRITI� OF.............. A, QYOTE .......................................... ................................................................... rV1 VV No.................... INSTALLED:.!N :,TPI( ...... EE.,_............... Dispotial Works Tomitrudion "amit Permissionis hereby granted..........................,.........................................................I........................................................... to Construct or Repair an Individual Sewage Disposal System atNo................................................... .................... .......................... ......r............................. Street as shown on the application for Disposal Works Construction Permit No..................z Dated....� ....... ......... ........ Board of Health — DATE-'--- . ......... -7----------------- FORM 125 & WARREN. INC., PUBLISHERS 33 -7 LO CAT I ,SEWA6E� PERMIT NO. VILLAGE INSTA LLER'S NAM i ADDRESS o s � e ✓', f LY bs'l' �R OR OW-- ER i U I L D'E c ' UdL � 1zs �ou� f DATE .P;ER.III IT 1SSVED DATE C0MP;.I,.IANCE ISSUED 1 S7Y TOWN CLERK �RNSTABLE. CLASS. No .. ........ Fxa....... '�............... THE�COMMONWEALTH OF MASSACHUSETTS ��� . '83 AUG —2 PM BOARD OF HEALTH ............T.own..................OF..........B.arns table............... ....................... Appliration for MaVviial Works Tontrttriion lirrutit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: .................................. 28 & Putnam.. ..Y.�.�.x... istsu�.:Milli.,.... �. ....-•------•--•...................•------•---------.........---•-••.-•--- Location-Address or Lot No. .......Cotuit WAY._Trust _______404__.Main St.__.___Centeville_....Ma:_._..__ - ... --. ..... •• .... W J.P . Morin owner 75 Salt Rock Wae:s, Barnstable , Ma. Install r Address d Type of Building B id.o. l 0 Size Lot............................Sq. feet U Dwelling—No. of Bedrooms...................................:........Expansion Attic ( ) Garbage Grinder ( ) j p,, Other—Type of Building ..Q.ffize......... No. of persons......................... Showers ( ) — Cafeteria ( ) 44 Other fixtures ......................................1.0.0.0fS_F........................... .............................................................. W Design Flow.............75.........................gallons per XX �f�y. Total daily flow........19��3.::................... lons. .. 0 lI' 0"� • 6' -T' -1" WSeptic Tank—Liquid capacity.....5....�allons Length._.......'..... Width................ Diameter.............._. Depth..............:. x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area......_.............sq. ft. Seepage Pit No.._........I--_-__-- Diameter....), �.5.'... Depth below inlet......4:,Q....... Total leaching area....4164-. $tX Z Other Distribution box ( X) Dosing tank'( ) G.P .D. `" Percolation Test Results Performed by.....LOtnr__&...�Iti—e ,-_-P:-I ,................. Date........5AD/ 3....._...... Test Pit No. 1.........2....minutes per inch Depth of Test Pit....132.'!..... Depth to ground water. None Test Pit No. 2_..minutes per inch Depth of Test Pit....:�2...... Depth to ground water.....None . one 2 ----•-.......- - --------------•---•-..----- Nam------- Description of Soil.............................S.•-•-•.................------•----...i...... .......•-•---••••-----.......:.......•-•--------------------------........................ See...attached Plan U •----•---•---••-------------------• ............................................................... W .............. -----------------•------------------------•-------•-•-------------------------•-----•--•----------------------------------------•--•--------•------•--•---------•--------•-•••-••---..... U Nature of Repairs or Alterations—Answer when applicable............................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issue he b i lth.ed.._... = = ------------ Si --- ...... .... Application Approved BY ---•----- ------ .. ..• •....... ..... :.. Date Application Disapproved f reasons: ....................................•--------...........--------------------------------............._ ...........................•-............................................................................................................................................................................ d_ Date PermitNo......................................................... Issued....................................................... Date " 'w ``� -. ►;tiRNSTABLE.MASS. �a No......................... Fxs.............................. THE COMMONWEALTHOF MASSACHUSETTS '133 AUG -2 PM 1 '6OAR® OF HEALTH ........T OWn..................OF..........B.arnz talale-.--.--------................................... -f Appliraffiv t flan DhgVv!ia1 Wark,5 Tawitrarfivu rjeradl Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: ..Mills.,....Ala. .........--•-•....................................•-----...........------.-- ..... ...... ........... Location-Address or Lot No. --.....Cotuit Wa ... .......................... ........404..Main...St: , Centeville.t...Ma:........ J.P . Morin °YYIIei eSa Barnstable , Ma. W 75 Salt Rock ��I. , Install r Address d Type of Building Bldg. W10 Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( . ) Garbage Grinder ( ) aOther—Type of Building ......... No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures ..--•.........................•------.1.0.0-0...S._F.........-----............_... Design Flow..............5..........................gallons per ahX XXy. Total daily flow........ 9. ,. ......................gallons. WSeptic Tank—Liquid capacity..15.� al Ions Length....=.---9"WidthA'..-". Diameter................ Depth...'"-.:.-1" x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No........_..I....... Diameter....1 Q.t.5..'... Depth below inlet......�4.,..Q....... Total leaching area..... 1.�?.`�_. RtX z Other Distribution box ( X) Dosing tank'( ) G.P .D. Percolation Test Results Performed by........... ................. Date........5Z28183............. aTest Pit No. 1. p p p g 2 minutes er Inch Depth of Test Pit....12........ Depth to round water None 44 Test Pit No. 2...minutes per inch Depth of Test Pit....l ?.��..... Depth to ground water..--•None W .. ..................................................... «.................................................._. 1 Descriptionof Soil.............................. ............................. . .......................................................................................... U ...••---••••-••---••••---•.......---•.....................•..f ee attached.......lan...------...............-- W •...........................•••-•••---•••............_......-•••••••-•••-•-•-•.............•-•-•••..............-•••••••••••••••-••-•-•••-••••-••-••••-•••••••--••••••--•••••-••--••••••-•--••--•---•••- U Nature of Repairs or Alterations—Answer when applicable....................................................................:......................... 4 -•................................................••-----•--.._...._._....._._..........................._._.......------•--....._._................---•--....._..._._.................................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compli eh been issued a bo of health. l S. ned. .. .. ............. ApplicationApproved By.... .-• ....................................................................................... .........._......••--... ............... Date Application Disapproved or the ,following reasons:............................................................................................................. ..........................................................................•--.......................»................. ........................................--------..... ......••.... Date Permit No.................. .» Issued.--•--•-----....................................._...._ ----•-•----•.....................». Date ..._a..fv..v. ,, '.V� ..<.V.fw rw�i�i-J Sf rti:r aV•:.. .WWv..J.. .u..v.. 4'... ..-... ;...,i'1 ...,. „v. ..,..a.J_�JUV. ,.,.�VJaf..V v..llV a.G..,a.i Gi:.�.k.:iWeW WxI THE COMMONWEALTH OF MASSACHUSETTS i BOARD OF HEALTH f .................................. ..OF..................................................................................... Trrtif ratr jaf Toutpliatta ,/ E T 0 CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by..... -.. ................................................•--..........-•----------....------...........................................•---..........._......-- r/ Installer j at.................. .....•--•........................••--•••..........•-•---•-•-•._......-•--•------.---•;........................--••--••...................... _... . - - -••---------- has been installed in accordance with the provisions of TMO The State Sanitaryr , escribed in the j application for Disposal Works Construction Permit No......................................... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DAT... ......................................................... Insp tor �....................------........../............... ...... ............ . � ,........�...v...... �...vJc.UvU JW..Ju W W V 6;W JW409 GMO•••:V W W emu.�,.J- eiYH W18W�OJ W��s"J ! "'`V ...., -....' THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Z, ...................I....\. ............oF................................_....... ......................................... i :.. . . No......................... FEE........................ i Permission is hereby granted........................... ........--•---.-----•--•--........._........--•---•---•-•-••--------------.................................... to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at No Street as shown on the application for Disposal Works Construction,;Permit No..................... Dated........................................... ......./�........................•--.....----.....------------.---...--•---........---------•----••---•--•-. �// "� Board of Health DATE_............................................ ._I...... } .................. 4 FORM 1255 A. M. SULKIN• INC., BOSTON 1 � L O C A T I S E W A , Zg �_ C E PERMIT N0. VILLAGEzy m �3z ed I N S T A LLER'S NAME i ADDRESS I U ILL D E R OR OWNER I P DATE PEMIT ISSUED } DATE COMPLIANCE ISSUED f �- f - a i �Z• ' - 7,1 , ' 3 ali 1 L.,Lllli -573kR{dS.T �;{_ . DIGS>. '83 AU(; _2 P�;I_EWMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town..................I.....OF.........Barnstable ....................................................................... Appliration for Diopoottl Works Tonotrurtion ranfit Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: .........Rte . 28 & Putnam..AVe.�.A... rs..to?..MUls.......Ma.,......................................................................... Location Address or Lot No. Cotuit Way Trust 404...Mait1... t........C.entarxiJ.1p......Ma ...... ------......---•- ............................................................. w J.P. Morin owner Address a ---•-------•.............................................•--..........................----....---- ........7..5...Salt..-RDICI---Sd.........B.arMtah1_e.}...Ma. Installer Address Q Type of Building Bldg. #9 Size Lot............................Sq. feet V Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type e of Building O.ffi.Ca....... No. of persons............................ Showers yp g ..__ p ( ) — Cafeteria ( ) Otherfixtures ............................per---}-M.0.._S.F P-:-------•-••--•---••----------------------------•---- _...._._....._..........._..... W Design Flow............. ..........................gallons? KrXpeMX*dtXXyL Total daily flow..........19.7.'_.....................gallons. � Septic Tank—Liquid capacity.1-5.00gallons Length._11'.m Q'VVidth._-�2..'..-0'' Diameter................ Depth..�l'-71... W Disposal Trench—No. .................... Width.................... Total Length................. Total leaching area....................sq. ft. x Seepage Pit No.....__1_........... Diameter...1k p 5_...... Depth below inlet..._4..Q.. 4J_&. ...... Total leaching area Z Other Distribution box (X ) Dosing tank ( ) G.P .D. Percolation Test Results Performed by...... OW.•&__.II,elle..__.P..Z.................. Date........ 12818.3--.--------.. al Test Pit No. I........._.2 minutes per inch Depth of Test Pit... . 2"--.... Depth to ground water....NoxLe......... Gi, Test Pit No. ----------- --minutes per inch Depth of Test Pit... 2�.__._-. Depth to ground water_..No21e 1�2" None -------------••----------.----..---•--------•---••---------13 ---•--....-----........--•----••-•-•----.....•-.N...•-'e" 0 2-•----•--- �32�c---- None Descriptionof Soil........................................................................................................................................................................ U ............................................................. .ee...attached.--P-lan............................................................................................ -----------------------------------•-----......-•-------------------•------------------.......----------•--------------------------•----------------.......-----------------....._.....•-••-------...... U Nature of Repairs or Alterations—Answer when applicable............................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issu d e bo ol? lth. ie -•-- ...---.. .. ............................................. ................................ Date Application Approved By....................- ---- --- ----- .......................... Date Application Disapproved for the f oll ing reasons:...............................•---.....----------------------•-------------......---...._..................... ...........................•----......---.....--••--•---.................--•----•---•--.--••-••-•-••--------•----•-••.....--•-•-•---••.......---....•-•-••••--•......•-----------------------.........--- Date PermitNo......................................................... Issued....................................................... Date •..•.•.•....•••••••••.•......•.............................................................................................., THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...............................OF..................................................................................... Trrtifiratr of Tootplittnrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by-- . rx.-jC.st-�---------................................................................................................................................................. op Installer ..................•-----•-•---•-------- has been insta led in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.11::?a................... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE...........................................................•-------•-----.------ Inspector.................................................................................... i Ov al ULERK 7 Mast, ,. No.:`........_....... Fss.............................. 83 AOG _2 Pff�EWMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town OF Barnstable ................................................................................. . pphrativit for Diilpl ml Wor1w Tomitrnrtinn Frriatit Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: ..........Rte.....28...&...Putnam ..Y. ...�t...M X tQ I...MU19........Ma.......................................... .......... ....... Location-Address or Lot No. Cotuit Way.-Trust 4.0...MaJw...St....,...C.entarx-ilie...... .a....... Owner Address w J.P . Morin ........7..S...Sait-..RoGk..�d.r..s....Bax'xa�ta�zle.�..•Ma. Installer Address d Type of Building Bldg. #9 Size Lot............................Sq. feet U�-•� Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ....Office....... No. of persons............................ Showers ( ) — Cafeteria ( ) dOther fixtures ............................pei"•••}.&0.0 5 :-""....................."------...-"-"--.............----...................•----..-• Design Flow............... gallons X Total daily flow..........1.92,3...... w g 7�................••- -"--•-g �P� � ��' . Y �� ._.....-•--•--gallons. 1 WSeptic Tank—Liquid capacity.15.00gallons Length_.�:�.....g'Width...�?......4.. Diameter................ Depth..{.'.-]..'.'. x Disposal Trench—No. .................... Width...................- Total Length.................... Total leaching area....................sq. ft. Seepage Pit No.......I........... Diameter...IQ.r,5...... Depth below inlet....4..Q.'...... Total leaching area......41&_4sX.dx z Other Distribution box (X ) Dosing tank ( ) G.P .D. Percolation Test Results Performed by.....LOW.A... .................. Date.......,512.818.3....... ,aa Test Pit No. I..............minutes per inch Depth of Test Pit...3,••. 2"....... Depth to ground water....I1 Mile.... 44 Test Pit No. minutes per inch Depth of Test Pit...0?........ Depth to ground water...No•ne......__. 2" �. ... .............................................................. .. 1 a None Description of Soil..........--""--"".........................•-•------.................................."-3•--..••---.....-•---•---•.....--•-•-•----••---•----•••. Norie...... i U ............................................................ .ee...attached...plan-...................................................................................••-••--• I UW ....-•-•-••................•-••••••.....••-•--•••------•-•-•••••••-•----••••--•••••...---...........••-•-....................-••...............--••-..................--•.....--••-••................... { Nature of Repairs or Alterations—Answer when applicable............................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in i operation until a Certificate of Compliance has been issued e oard oflicalth. Signed........ -•-------•-• E Date ApplicationApproved By....................................:...................................•-•....................... ........................................ i Date i Application Disapproved for the following reasons:......................... ...----••-••-....---- ......................................................................................................................................................................................................... Date PermitNo................................................... Issued....................................................... Date i i-.a. i v r�_ .......,...c uau V.r.1uV r V V V V.. J.wrO.OYvy V rV V.r..•r ..w .i r.d...,��w..v-v v..v...� _.._. .. r....... _ a _..__..._�...v J..V ul THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF..................................................................................... Ll�rrtif iratr of TrrOanplianre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) .-••........................•----.........................--------......---•-----••--•-••--•--•---....----.................................•-•-•-----•-_...... 1 -".-.• Installer at..................... "-.--I--------------------•---•-----••------------•--•-----. "".-.--------.---..----"---------------•------------.:..--.--.--..----•--.-------•------------ j has been instalFed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No... 3..n.2............... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. - I DATE................................................................................ Inspector...................----"....."....----"-......................----.................. ............ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH OF.................................................:................................. O � ..... FEE........................ i "hwagal Norkii 0:10notrnrfion amit ! Permission is hereby granted...................... .............................................................. to Construct ( ) or Repair ( ) an Individual Sewage Disposal System atNo... .1.................................................... ------------- ------- Street A�,r as shown on the application for Disposal Works Construction Permit No..................... Dated...........r............................ r ................... ................................................. Board of Health " ..............-------"- . .. DATE........ ...i!✓r's �1 ......................................... FORM 1255 A. M. SULKIN, INC.. BOSTON %t 4 17a:. a 61STABkf MASS. FiS.....Y ............... THE COMMONWEALTH OF MASSACHUSETTS '83 AUG..-2 PM 2 45 BOARD OF HEALTH ............T.awn.................OF....Barn?tab s.e...-.-----------..--------......................------ Appliratiuu for Klinpnuttl Works Tomitrur#ion Prrmit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: . Rte . 28 & Putnam Ave. ,, Marston Mills Ma. ......................................... .............................. ..•-- ----- ............ Location-Address Cotuit. Ma.- ............_....................._............-----•........--- ... W J.P . Morin Owner ?5 Salt Rock 1#1dd;e;s Barnstable, Ma. Inst ter Address dType of Building BldCD Size Lot............................Sq. feet V Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) P4 Other—Type of Building __Q.Ui C.e.._...... No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures ........................................ dOaEj S;F-=--------------------------•---------•---------•----------•.------------------.------ W Design Flow..............7.5.........................gallons per p�iKY&y. Total daily flow.....197-t.3.........................gallons. GG Septic Tank—Liquid capacity...15P-'allons Length...I-I.'..-Q"Width..'.-.Q". Diameter................ Depth......1 Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area..................gq. ft. Seepage Pit No......1.............. Diameter.._.I Q...S'_. Depth below inlet...�1:_0 ...... Total leaching area......4.l6.: cikX Z Other Distribution box ( X) Dosing tank ( ) G.P .D. Percolation Test Results Performed by.......LOW...Bt..Kellex. ....F.,.E.................. Date......5./2.a/""a3.............. as Test Pit No. I..........2...minutes per inch Depth of Test Pit....... ._ '!.. Depth to ground water.....NPAe....... Li, Test Pit No. 2..........2...minutes per inch Depth of Test Pit.......i Depth to ground water.___.QA.e._.-_._ ?a � ---------------------------------••-------..............................�3.�W................................................ one.-•---•. DDescription of Soil------------ -•..................................•••------...•••-----•------••--•-•---- --•------ ..........................................None....... x See attached._.plan..................v. ............. -_ W ---••------•----------------•........................................................................................................................................................................... UNature of Repairs or Alterations—Answer when applicable----------------------------------------------------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issu he and iealth. Signd. U . ............................................... ................................ Date Application Approved BY v...i ......-• ---- `.. Date Application Disapproved for the f ollowi g reasons-------------------------•--...............--•-•-------•-------•------------•--..........._....................._ ................................••--•-------•-----•----------•-------•----•-•-•-•----•---............---•-----•--------••-------•---•----••-•---••----•--------....----•--•----•--•---••-•-•--------•--- Date PermitNo......................................................... Issued--•-----•-•--•---------•-----•--------•--------•------- Date .......................................................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF............................................................................o........ (9rdifiratt of Toutpliatta THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by ��l G --•---••--•---•-------------------•---•------.-----Installer at......... ....... - ._......._._.._... .....................................--.................................................................................... has been inst, led in accordance with the provisions of TITLE 5 of he State Sanitary Code as described in the application for Disposal Works Construction Permit ................ dated_-.._JF:3.' ..................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY.- DATE....................................•-•---.............•--•........--------•---. Inspector..................................................................................... rOWN CLERK No..... :.........s4141$-TAP,�;E. "SASS. F$$............ .................. THE COMMONWEALTH OF MASSACHUSETTS '83 AUG. -2 PM 2 45 BOARD OF HEALTH ..---.......T.own.................O F....B.axonq t.able......----------......-----........................... Appliration for Uha-Vn,itt1 Wnrkn Tunotrur#inn ramit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: Rte . 28 & Putnam Ave. , Marston Mills Ma.._,_.._. .................................................................................... ........ ......_.. ............................. Locatio •Address Cotuit_Wa r _Trust 404• Main St.. l�r enterville... -• ...... .._.. W J.P . Morin °""er 75 Salt Rock MCe,s Barnstable, Ma. -------•..................................... ................................................ ..........................................................•--•----•............................... Inst�t Address UType of Building Bldg• Iftj Size Lot............................Sq. feet Dwelling—No. of Bedrooms.........:..................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ... ......... No. of persons............................ Showers ( ) — Cafeteria ( ) Other fixtures -. . ..-.--•-----•----•-••------------------•-----•.-.-------.... d .......---- o-o-o- F W Design Flow..............73.........................gallons per p lx,xecXiy. Total daily flow....19.?...3..........................gallons. WSeptic Tank—Liquid capacity..,15Q.qallons Length.11'..-q"Width.b'.-.Q".Diameter---------------- Depth........-.l." x Disposal Trench—No. .................... Width.................... Total Length................... Total leaching area..................#sq. ft. Seepage Pit No.....1............: Diameter.... Depth below inlet....•1:..-D.'....... Total leaching area......41.b.!XxkX z Other Distribution box ( X) Dosing tank ( ) G.P .D. 0-4 Percolation Test Results Performed by.......L.Q.W... .................. Date......5,128 .............. Test Pit No. I..........2....minutes per inch Depth of Test Pit.......1. 2-".. Depth to ground water......N.Qne... .--. G=. Test Pit No. 2..........2...minutes per inch Depth of Test Pit......-i z.��.. Depth to ground water.....Nol?C....... f ............................................................................................................N..g n e._...... O Description of Soil----........2....._.....-•.....................•-......._.....................--•-•----132�� Non e x •-•.........................................See attached...Plan ......................................••--- v N ..............................................•-•-------------•--- ---------............-•----......--....-••-•-...............................---.....---•-•----•-.....................--•••-•••••.---- U Nature of Repairs or Alterations—Answer when applicable............................................................................................... ... ..... .....................•--........................---•-•---_...----•-•--..........-•-•-....... I Agreement: I The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with I the provisions of TITIS, 5 of the State Sanitary Code—The ersi further agrees not to place the system in ij operation until a Certificate of Compliance has been issue and of i Signed........ ..... ........ . ............................. ................................ Date Application Approved B Date Application Disapproved for the following reasons:........................................................... ............................................•--...----............. ........_.... Date PermitNo................................................. Issued_....................................................... Date . r .• --r_ r -... .....4 u.u.•...v•+..u... .✓W.. „..,N..v ....✓♦ .. . ,..+u...e..P.a.P.................... ♦a r u v v♦•r. v Y r...n v THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH i I .......................... ...............................�............................................ rrith tttr of Bout littnrg I TIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) I by..... .: ..........................•--......---------................_... Installer at.... - J..... _._...-•--•--••.................................................. • - ••- I has been installed in accordance with the provisions of I > j/of The State Sanitary�od?asIFAcribed in the I application for Disposal Works Construction Permit No......................................... dated................................................ THE-ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE j SYSTEM WILL FUNCTION SATISFACTORY: j i DATE.....................••--. ................................ Inspector.................................................................................... i . r .,.......... .v v u a................P................... ...c u u u........0.............u u. . ........... --r...,.. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF.................................................. ... .... ..................... No......................... FEE........................ DWposttl Norkii Tonutrurtion autit Permission is hereby granted......................................................�\ -•-----•----•---•---••--•----•---•----•................................................. to Construct ( ) or Repair ( ividual Sewage Disposal System atNo............................................._..........'............................................-•--•-------------•----.......-----•-----•------...__.------......................_.......... Street as shown on the application for Disposal Works Construe 'on ermif No..................... Dated.......................................... /b �6 47 , Board of Health DATE.......................•--..................................................... FORM 1255 A. M. SULKIN, INC., BOSTON '` t OWN CLERK 3rs _7.OR NSTABLE MASS , . No.. t Fmc.............................. ' 4 THE COMMONWEALTH OF MASSACHUSETTS '83 AUG -2 PH 2&ARD OF HEALTH ........... .Town...............OF......Barnstable ---- -----------------------•..._......_._.............. Appliratiun for Mipviial Works Toustrnrtiun Prrmit Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: Rte . 28 & Putnam Ave . , Marston Mills, Ma. -•.................................................................•---..............._.....--____ -••--........-----•------•-•--.....------•---•---............--------.....--•-.........._......... Location.Address or Nt�otuit WaYTrust 4o4MainSen erville , Ma:.......... .------....------- ... ................ - .. .. . ...6 ... ......... W J.P. Morin owner 75 Salt Rock Rd re,s Barnstable , Ma. ..............................................Instaa.. .......-•------.....------.........__---- •---••----••-------........._.......•----......._ress._.._.._.....-•--•-............---......_.••---- � Instal Add Q Type of Building Bldg. #7 Size Lot............................Sq. feet U Dwelling—No. of Bedrooms................................ .....Expansion Attic ( ) Garbage Grinder ( ) ............. No. of ersons._...................__.___. Showers — p`�., Other—Type of Building office_-...---• p ( ' ) Cafeteria ( ) a Other fixtures ...................................... W Design Flow.............7,�.........................gallons per MXpX y. Total daily flow........1_97_■_.3......................Mllons. WSeptic Tank—Liquid capacity..1.5Qgallons Lengthl1.:7A "Width.... "Diameter................ Depth... x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area................ _..sq. ft. Seepage Pit No........I.......... Diameter_l�!.5....... Depth below inlet......4 Q....... Total leaching area....41&4 C X Z Other Distribution box ( X) Dosing tank ( ) aPercolation Test Results Performed by.......LOW... .................. Date... ................. a Test Pit No. I.........2 minutes per inch Depth of Test Pit_._._..1 2�, Depth to ground water........ O.0 a.__. Li, Test Pit No. ._.._..__2...minutes per inch Depth of Test P......... Depth to ground water.......-l�On.. P4 4 NOWNone ODescription of Soil..........................•-•-------•---.......................---- x See attached.,plan............. U W -----------•-------------------------------------------------•----------•-----------••---•--------------------------------------------•-------------......._.........._.......----------•-......-•-•---- U Nature of Repairs or Alterations—Answer when applicable............................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITIE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issue b of h a Sied-. ---- .....-• ----••......---•---••---........-• ................................ Date Application Approved By---- --------------•--------_---- . Cl.x:.: Date Application Disapproved for the following re ns:..............••----...........-----•------------------•-----....--••--......----------------.........._.------ ....................................................................................................................................................................................................... Date PermitNo......................................................... Issued-....................................................... Date ........................................................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...................................OF..................................................................................... Trrtif iratr of Tompliatta THIS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by ....:-......................•---......----....................................................................-----..........-•------------....------------.._....---- -^.......•---•...............................Instauer has been inst led in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No._ . -. 1 .__..__.-__. dated...... dj_..........:'....................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE...........................•--......................................---......... Inspector.................................................................................... OWN CLERK PARNSTABLE. MASS. ` '83 AUG -2. PM 2 45 ........................................................................................................................... t FY',t ;OWN CLERK . ` r ARN% MASS.TABLE. FEB............. THE COMMONWEALTH OF MASSACHUSETTS '83 AUG 21 112&ARD OF HEALTH ................ own...............OF......Ba ..rns table .............................................•..--•••- ApplirFatioat for Diopo-qal Works Towitrurtion 11jertuff Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: Rte . 28 & Putnam Ave . , Marston Mills, Ma. ............................................................................................ ............................................................. ............................ Location-Address or t No. Cotuit Way_.Trust__-_•_•___•_________________________ .404 Main St:-1 eenterville , Ma. ......_............ •••. ----.•••-- ....................................0 J.P. Morin Owner 75 Salt Rock Rldare's Barnstable , Ma. •---------•......................•-------...-•-•--•----........................................... ........•---•-•...............-•.....-•----•----•--•-..........................--•••-•............ Installer Address Type of Building Bldg. #7 Size Lot............................Sq. feet U Dwelling—No, of Bedrooms.............................. . . .Expansion Attic ( ) Garbage Grinder ( ) a4 Other—Type of Building ......... No. of persons............................ Showers ( ) — Cafeteria ( ) 0.' Other fixtures ...................................... W Design Flow.............75.........................gallons per p �.�gy' .1. Total daily flow....... .973 1.9.7....3...................... 9 Septic Tank—Liquid capacity..15.Qgallons Lengthy-.1.:.:7.P"Width...6.'..-�."Diameter................ Depth................ W Disposal Trench— No..................... Width.................... Total Length.................... Total leaching area............ _..sq. ft. x . Seepage Pit No........ .......... Diameter, ��.5.�..... Depth below Inlet...... �...... Total leaching area...4'1& �cpc X Z Other Distribution box ( X) Dosing tank ( ) Percolation Test Results Performed by....... .................. Date... 128�8 ................. as Test Pit No. 1.......... ....minutes per inch Depth of Test Pit....... Depth to ground water........ }QRe..._. Li, Test Pit No. 2 minutes per inch Depth of Test Pit.......x ��.. Depth to ground water x Z 132 None Z.........................................................................-.r 32,.................................................... ODescription of Soil....................................................................................•----.................--•--•----•------------.................--•-•................. x See attached...pa!.........v ......-•••••••........................... .... ......................--•-•......................................•-••-•-•-- --------------------•---••--••••••-•••••--••--••-•-.._.......--••••-•-......................••--................---•-••.........--•--...--------.._...-••-•-•--........................................ U Nature of Repairs or Alterations—Answer when applicable............................................................................................... -----.•-••••--••••••-•-•...................................................................................•-•••••-•-•-•••--•••-•---•-••----••••....-•--••••--••-••••-..........••-•................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with i the provisions of TITLE 5 of the State Sanitary Code— The uu4ersignedjurther agrees not to place the system in j operation until a Certificate of Compliance has been issued b of health. Signed........��;:...... ......... ........................ Date ApplicationApproved By.................................................................................................. ........................................ Date Application Disapproved for the following reasons:........................................................................................... ................._ ............................. ........................... .................I.... ............. ... .....-•-•••-•---..............-•••-.............••-•••......... I Date PermitNo....................................................... Issued........................................................ Date ....��w.. ....., v...,. .,. ...+•.......... .......u.........__........................................................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH { .......................I..................OF..................................................................................... i 05rrtif iratr of Tomplianre I .. Pt ERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) •..................................................•-•---...... Installer at..................................................................................................................................................................................................... has been installed in accordance with the provisions ofRS� ,j$fThe State Sanitaryceodaasfel-ibed in the application for Disposal Works Construction Permit No......................................... dated............................................... . THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT,YHE;, SYSTEM WILL FUNCTION SATISFACTORY. DATE.................................................................••............. Inspector.................................................................................... w .....................u+•..............................d a V...V....... -I THE COMMONWEALTH OF MASSACHUSETTS t BOARD OF HEALTH j S�>,5 1 No......... ............. ..............`.... ................O F.. ........................................................ FEE........................ . 7nt��oo�ti ATott��nr�ion Permissionis hereby granted.........................................................................-----.....!L........................................................ i to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at No.... ►. Street as shown on the application for Disposal Works ConstrucAn,Permif'-.No.....................Dated.......................................... hoard of Heal th......................... ............... DATE......................... w } FORM 1255 A. M. SULKIN, INC.. BOSTON OWN- CLERK .` °+ R N SAQI ; :A SS. FR$......�,t� .. `_....... THE COMMONWEALTH OF MASSACHUSETTS '83 AUG -2 PM 2, 4bOARD OF HEALTH T own................OF.....Barns table .. ................................................... Appliration for Bi"oiial Works Tomitrurtiun Vrrutit Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: Rte . 28 & Putnam Ave. , Marston Mills , Ma. ..............................................................•-•--.....•--•-------............... ...---••---------•-•-......-•---...--•--••-•-•----...........----•---..........•-----••---•-•--... Cotuit . ........-•--•----•------........------....................................................._..... w. J.P . Morin Owner 75 Salt Rock lq!ss, Barnstable , Ma. Installer Address dType of Building B ld g. 6 Size Lot............................S feet v Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building .....0 f ice....... No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures ...................................... W Design Flow................75.........................gallons per pMd1cjYcXXXy. Total daily flow.....142��.........................gallons. 0 , „Width6�_-.���.. Diameter................ Depth . W Septic Tank—Liquid capacity.15..-�allons Lengthll-_--0- p 1 x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area..................jsq. ft. Seepage Pit No......... Diameter 10.!.5....... Depth below inlet....r' .�.��.... Total leaching area.....4.16 '�J' - g � z Other Distribution box ( X) Dosing tank ( ) Cr'F '~ Percolation Test Results Performed by....... o1N:_. ..V.P.11e. ,...P.!Ict................ Date......5/W$).............. 6-4 Test Pit No. 1....._.2.......minutes per inch Depth of Test Pit... ��...... Depth to ground water....�fi��t1e....._ . P P r7l' ---- P g None one (i, Test Pit No. 2....... .......minutes per inch Depth of Test Pit.... Depth to round water....__._.._..._......_.. 04 4 •--•-------------------------•----------------•----•--............... x�2........-------•...........--••-•---....•-•---.......N....---. Descriptionof Soil.. -•--•--..... . .. --•- ---•-•--•----•-•----•-------------------------------•---------------------•--•--•-•----------.----- x S•ee attached' plan W ---------------------- ................................................................................................................................................................................. UNature of Repairs or Alterations—Answer when applicable............................................................................................... --------•-------------------•------•-------•----•--........._...........................--••--•---------.....---•----------------------------••--....--------•--L--------------.-------------•------•--- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issue t oa lealth. Siged........ .... .............. --------- /.I'e Application Approved By..................................... ------' Application Disapproved for the following re s:............•----------------•--••-•---.........---•--.._....------------------•--••-...._...---•••---•--....... ................................................••-•---•-----.........---••.......-----..............................---••-------•---•--•-••-•--•-•---------------------- •-------•------------........ Date PermitNo......................................................... Issued-.......................................................Date i�����ss�s�sss�sss�sss�•-���-���f���w����-����•G��-Wsf•���l��-������-�--fw��-..n�ww�wwP�S����w�I������w������������w�-11����• THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF..................................................................................... CIrdifiratr of T-amplitturr THIS/IF TOXERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) b -.k• .&.. ... .....................................................................•------------•.............................................................--.......... Installer at �.................. -----.---..-----•----•------------- -•---------•----.----------------•----.--.-.---------- has been instalred in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No..!?3__s76................. dated.._..__ `.: .: . .................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... ...... . ... .-.-------------------------------------------------------------------------------- { _ /A OWN CLER K (�( w.yNO...................RPJSES............................ J ,f- THE COMMONWEALTH OF MASSACHUSETTS 'e:3 AUG -2 PM 2,4bOA RD OF HEALTH Town OF.....Barnstable Appliratinn for Diripaiial Modw Towitrnrtiun umit Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: Rte . 28 & Putnam Ave. , Marston Mills , Ma. .................................................................................................. .................................................................................................. Cotuit Way T14ff9 "_11are55 404 Main St. ;r ICteRterville , Ma. ......................_.......................................................................... .........._..----.............................._...--•-••---•----•-•-.............._.............. W J P . Morin Owner 75 Salt Rock Ms, Barnstable , Ma. Installer Address Q Type of Building Bldg'. r#6 Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) — p4 Other—Type of Building .._.�f�1_C e...._.. No. of persons............................ Showers ( ) Cafeteria ( ) Other fixtures ......................................... E}E}f3 ; 1 S:g WDesign Flow................7. .......................gallons per pX&0f Cj'e1 XW. Total daily flow.....1_9 t_3.__....___._...._......__�allons. 04 _D„ Septic Tank—Liquid capacity.� ...�:� allons Lengthll.,_...._..._ Width6.,..__._Q„ �._.. Diameter................ Depth..... Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area..................#sq. ft. Seepage Pit No................... Diameter.19.!.5........ Depth below inlet..... .Total leaching area.._..4'_16' Z Other Distribution box ( X) Dosing tank ( ) / ' Percolation Test Results Performed by.......L.Q.W..&... ................ Date...... J-2 gl$ Test Pit No. 1...... .......minutes per inch Depth of Test Pit...J�j}y...... Depth to ground water_..-None one 44 Test Pit No. 2_______ _______minutes per inch Depth of Test Pit__._ Depth to ground water _._.__..._.___.._.. None a ..... .... ...................................: ,,....... ................. ........_ Y�2• NOni3---••-•-- I 0 Description of Soil.......................... i S:ee attache.. plan W ............................................•--•---.._...._....---....__._._._._._._.._...._........_....---..__.._._.._......_..-----••--•••---------------•••--•••-----•-.._.............----•-------. i VNature of Repairs or Alterations—Answer when applicable............................................................................................... ......... Agree I i i en t The undersigned agrees to install the aforedescribed. Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— T undersign further agrees not to place the system in operation until a Certificate of Compliance has been is the b e Ith. Signed. ... ........ ................................................ -, -..-------_-- � Application Approved By..............................................................•---..._............................ -------•--V-• Date a.te--.----.--•--• 1 Application Disapproved for the following reasons:................................................................................................................ .......................:....................................•----........_.__.._.............................._...._......_._.....___......._...........-----••-•-._....._;...._.. ...__....-•-•- Date PermitNo......................•••..........I........_............. Issued................... .-_-...................---••------ Date j THE COMMONWEALTH OF MASSACHUSETTS l BOARD OF HEALTH ..........................................OF.................................................................................... I %_' rrtifiratr of Tome aurr TMWj4AZQ,,CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repairedby......R$.. ( ) ....................•------......---............---...---.............................. Installer at............................................................................................................................................................ has been installed in accordance with the provisions of LQS'�X9f The State Sanitary s;df's*,ibed in the i application for Disposal Works Construction Permit No......................................... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY(. DATE................................................................................ Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ....OF.................................... No......................... FEE................... ..: Rspaaal Vorkg Tnnitrnrt an Vanfit Permissionis hereby granted.............................---_•-•..._ ........................................................................................:.............. to Construct ( ) or Repair ( ) an Individuge Disposal System- atNo. �,...................................... ....................__......----•-----•-•---...._...__.__.._---•-•------.._...-----•---••--•...._...._..........._. Street . as shown on the application for Disposal Works Construct* iPermit No..................... Dated_.._._......_..._..__.........__._._..._.. .......................•.':_......--------:_....-•-----•----..:----....._._...--•--•-----.._...---...••. Board of Health 4 DATE........................ } FORM 1255 A. M. SULKIN, INC.. BOSTON ..w OWh CLERK ...�ARNSTA$LE. h'iASS. F E s.............................. THE COMMONWEALTH OF MASSACHUSETTS ' 3 AUG -2 PM 2 UOARD OF HEALTH .........Town..............OF....... PYM.s.table. Appliration for Uiopooal Works Tonotrnrtion JIrrmit Application is hereby made for a Permit to Construct ( X) or Repair ( ) an Individual Sewage Disposal System at: Rte .....28 & Pu n�m. �Y�_�.,...Max; .t.Qx�...Mil.� ._.Ma......... ........................................................... .. ........... Location Address or Lot No. .......Cotuit Way.Trust ._404 M... :......� A•-,.... e x�l �.,... ��-••-----.. .... W J.P . Morin Owner 75 Salt Rock Redrest arns table, Ma. Installer Address d Type of Building Bldg. Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) 14 Other—Type e of Building p, yp g -----Office-...... No. of persons............................ Showers ( ) — Cafeteria ( ) Q, Other fixtures .. --------•.................•------...-•----•-----._......--•• d 1{300 S W Design Flow.............75..........................gallons per*iiuYQI'Cj7�DC Total daily flow.._.....�.��..........._...._.......gallons. WSeptic Tank—Liquid capacity..150..gallons Length.,, '.-.Q.:'Width.?.'.:n Q".. Diameter................ Depth...4'--1-'.' x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------1 1........ Diameter....1.D.5.!... Depth below inlet..... ..... Total leaching area...41.6_.t ximx>;x Z Other Distribution box ( X) Dosing tank ( ) G.P .D . Percolation Test Results Performed by..... �.................. Date....5,18/8.3......_.._...... ,`�a Test Pit No. 1......2.......minutes per inch Depth of Test Pit......1.�2..... Depth to ground water.......B.Oil-e..... Test Pit No. 2.............._minutes per inch Depth of Test Pit....... 2��.. Depth to ground water........ one.____ 91 12;; None O Description of Soil---•_.._........--•--• -----..--- -- P --• 132 None x �e e attache -...Tan:......----•----- v •------•----------•----••-•••--------•......---••--••-•-•-•-••---•..........................................•--••----•..._......•.....•-•---••-••-_..........•--•---•...........--••----••-•----........ W ----•-•--------------------------•--•---•---•-•-•-------••----------•---•-----.....---......•-•••••----•....-•••-•••••---••-••------•••--•----•-----...•----•-•--...............-••-•-......•••--•....•. U Nature of Repairs or Alterations—Answer when applicable.............................................................................................__. --------------------------------•--••----••----------•---------..............--••--......--••-•---------•.......------------------•--------------------•-•-----._.......................••-•-.......••-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code—The undersi- e rther agrees not to place the system in operation until a Certificate of Compliance has been iss o Health. Sied. .... .... .................. .......................-...................... Application Approved By......----•- ....-••--•.. •.• .............�:...- ~......._. ........................................ Date Application Disapproved for the follow' reasons:--•..............................•--•--••--------------•------....---------.....---------...................... •-•..................•---.............----•--------•-•--.................--••----•---............--•-•------•-•--•...................----•...-••...-----------•----•--•---•---•--•-•--•......-•-•-...--- Date PermitNo......................................................... Issued--------•-••--••--••••. Date ••.•.•••••.••••.•••.•••••.•►..•...•••.••......•••..•••a•.•.•..•••••.•s.•..••••.•...............••.•..•..•..•..........•...•.� THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF..................................................................................... (Irrtifiratr of Tompliatta THIS I,S TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by l// / - ....---•-•---.-•-•-----••---•--•••••••••-•-••••---••......----••--•----•--•--•--••--••-•-•..............................•--.....---•...••-•-•--•---•••-•--•••-- A . at .... �1!. . .5------••-•................................................Installer----------..................-----•---------.............----....•-•-..............._.........-- has been installed in accordance with the provisions of.TITLE, 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.- ".5 . ................. dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... - - ---- - ��_. ��--,-----.-__----- ------------------------------------------------------------------------ OWN hI .......................ri1RNSTABLE. l ASS. F> 5.............................. THE COMMONWEALTH OF MASSACHUSETTS AUG -2 PM 2 BOARD OF HEALTH ..........I....Town..............OF.......Barns.table. Appliration for Diopoiial Worko Tilwitrortion umit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: ......Rte.....28...&..Pu am..kYe....,...Mau.ton...M11.1z....Ma........................... .. .......................................... Location Address or Lot No. Cotuit WaY...Trust.................. ........................ 404 M�..xl :....-•----. -------- -----••------...•--•- ••-- W J.P . Morin Owner 75 Salt Rock Re,resbarnstable , Ma. Installer Address + d Type of Building Bldg- #5 Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building No. of persons............................ Showers Cafeteria 0.' Other fixtures .................................... W Design Flow.............7.5.........................gallons per�5�r�d(I�Dc�. Total daily flow........19.7...3.....................gallons. WScptic Tank—Liquid'capacity.15.9aallons LengthI�..:.-.Q_"Width.6.-'.--Q".. Diameter................ Depth...4:°nl.'.' Disposal Trench—No. ;................... Width.................... Total Length.................... Total leaching area....................sq. ft. x Seepage Pit No........I ........... Diameter....l-f)..5.'... Depth below inlet.....4.:.0...... Total leaching area...416t.q.xq z Other Distribution box ( X) Dosing tank ( ) G.P .D . Percolation Test Results Performed .......... Date....5/22 8/a:............... Test Pit No. I......2.......minutes per inch Depth of Test Pit....... 3Z..... Depth to ground water.......Roxie..... . , w Test Pit No. 2.......2__._._minutes per inch Depth of Test Pit......... 2. ........ Depth to ground water........-_.one ............. 2 .....................................................1 2.::---.....-- ........................................�O:n4..... 2............. 1 2" None 0 Description of Soil....................... ---.............----... -•-•------•-----...--•-----•-•-.....................------....._.. x fee a��ached plan. i U ----•---•--•.......................................................................................................•---........-----................----•---.........------•---.............._..-------- w ........................... ............................................................................................................................................................................ UNature of Repairs or Alterations—Answer when applicable............................................................................................... ------------------•--------..........................................---•--•--..........----•-...............................-•-----•-••----...--------•-----•--...............----..................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITI.L 5 of the State Sanitary Code—The undersigned further agrees not to place the system in � operation until a Certificate of Compliance has bee���he -_.....Signed r o lth. j Date ApplicationApproved BY..................................................................•-••--........................- ....................Dat e e--. .............. Application Disapproved for the following reasons:...............................................................................................................- ....................................................... ............................^-•-•-----....--............_..............•...._ ....................._.............- .Date............. I Permit No..................................................._.... Issued...................._... Date............................... i ...e✓_,. .✓ ....✓v_r. u.rc�•..�....+.._v-�v..v •r+V V a.r_m v✓v.vrv+.. m Vv v.r rII�v0¢�Y 00+e_.C?^,aLY V S+« _..,,.v_� v-+•__.v vMV THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ....................................OF................... ! QPrrtifiratr of Tompliana fE TW19.4;0.C,�, RTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) . .... Installer ,at....................7-•------•--..........-•--------------..........._...._..-•-•-------...-•-•--...._............• "-------------------- ...---------.....•---•-•---•------------•-------..._ has,been installed in accordance with the provisions ofI '�5 pf The State Sanitary Code as described in the i .application for Disposal Works Construction Permit No.._. 3-.5?T..-••-•--•.••-• dated.-.._.e�.'..3.."�-5�.............. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.....:.......................•-•-•----•--•-•--•-•-.............................. Inspector.................................................................................... j am ..„ ._.mw..rr caamc Ycaercam o¢Yy OYY�ae .. ✓r.._,..rim..,,.,._...�.....✓. � 0 •YmO0 Y0Y O.Wi000 V'!•k�.:10UipY0YA1O000Y0O.06V.LY FiV JJV Vvv+::. . V� THE COMMONWEALTH OF MASSACHUSETTS i BOARD OF HEALTH i c I .OF........................................... ... .......................................... ......................... .............. No......................... "FEE........................ i i Rgoiiol Workii Tonotr ion "motif Permission is hereby granted.......................................... .......:-•---............---.........---............._---•-- to Construct ( ) or Repair ( ) an Individual Sewag" >.sp sal System atNo............................................................................................................................................................................................... Str t . i as shown on the application for Disposal Works Construction Per it No..................... Dated.......................................... /b�—/d ........, ............................................................Board of Health _. M1......__...............7 " DATE................................. FORM 1255 A. M. SULKIN, INC., BOSTON QWK CtLERK No` ��.� RI�STABLE. ''MASS. F Es.............................. THE COMMONWEALTH OF MASSACHUSETTS '83 AUG - pM6A CZ 0ARD OF HEALTH ' Town........... .....oF..................Barnstable -- --............................................... Appliration for Diupn.ial Workii Toniarnr#inn ramit Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: Rte . 28 & Putnam Ave...,..Marston Mills, Ma' ................................... ....... ............... ............•--- Locatio •Address or Lot No. .'Cotuit Way Trust 404 Main St_. ,_•_Centerville, _Ma:„__ ----- .---- --•--...... Owner ddress W J.P . Morin ....75 Salt Rock Rd.,..! Barnstable ,__Ma. Installer Address d Type of Building Bldg. #4 Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building Off ie.e........... No. of persons....................... ... Showers ( ) — Cafeteria ( ) a' Other fixtures ........................................1,N.0...S_� dF; W Design Flow......__._-Z5...........................gallons per pt=iX*KxdaX Total daily flow..........1.g7-.-3....................gallons. WSeptic Tank—Liquid*capacitylS OOgallons Length-1'.-0'Width..6_'..-Q- Diameter................ Depth. '.-.... Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. x Seepage Pit No._....I------------ Diameter..10.!.J`�..... Depth below inlet.....4.t..Q....... Total leaching area.....4 �.. y&x Z Other Distribution box (X ) Dosing tank ( ) Percolation Test Results Performed by...!Ow...&... Ja1ler.,___.Ltai_.....•............. Date.....5/2.8/8.3............... Test Pit No. I........�.....minutes per inch Depth of Test Pit........1.32". Depth to ground water......None•.._-, Test Pit No. One 2.._._minutes per inch Depth of Test Pit..--....� 2��. Depth to ground water----- Test OYIe ----------------------------------- ..............•-----•---........................----.:.------•---------•--•--•--...... ODescription of Soil..........2.............................................................................. ................................................... ._... V -------------•---... ----------•-------------•- 5_��...31: 3GZ1ELl-..�la'i1. ... ........... ......... --.......................................---••-...........------•----.....----•------.......---........--••---•-••----•---••--•-••--•-•-...............----------------.------ U Nature of Repairs or Alterations—Answer when applicable............................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The ndersi ned further agrees not to place the system in operation until a Certificate of Compliance has been issu and ealth. Sd.... .. .... ....... -1. . ...-••-••-----•---.............. --------•- ................................ �/' Date Application Approved B ...... .. _ Date Application Disapproved for the f ollowin easons-------------•-----•---------.........-----..._..............--•--•-•------------•........-:..--•--............_ ..............••---------............-•-•------------•...---•----•-•--•--........---.......-•--•----..................................................................................................... Date PermitNo................................................:........ Issued-------•--•-----•------•----........................... Date ............................................................................................................................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .....................................OF..................................................................................... Trrfif irtttr of Tomplianr THIS 14 TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by -.............w................................................................................................................................................ Installer has been ins alled in accordance with the provisions of TITLE _5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit ............... dated-.... .. .. .. �&'3--._.......____._. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... OWN CLERK r,iARMSTABLE. MASS. w '83 AUG -2 PM 2 44 , R e .....•..••...••.•.••••..•.•..•..•••.•.••.•••..••.•.•.•..••.....•••.•••.•..••••..••.•.....•..•.••.............................I '01N CLCRK i1'kNST,ADLE. ;•SASS. No................-_...... FFic............._............... THE COMMONWEALTH OF MASSACHUSETTS 83 AUG -2 Pm 60ARD OF HEALTH Town OF Barnstable ...................... . . ... .. ..................------....................._.... Apphratiou for Uiipn, al Worlo TvnBtrurtinn Prrimit Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: Rte . 28 & Putnam Ave. , Marston Mills, Ma. ................................. ..... .......... .................-•--••---•••............______•-•..........---•-••._..............__....-•-...... Localloi •Address or Lot No. Cotuit j... . _Trust 404 Main S_...-,-••Centerville,••-Na.-__-,••__ _. .. _-_. w J.P . Morin Owner 7S Salt Rock Rddd,SgBarnstable Ma. a ...o .................................................. ............. _................................................... Type Address Type of Building Bldg. #4 Size Lot:...........................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) P4 Other—Type of Building Dff_iC_e........... No. of persons............................ Showers ( ) — Cafeteria ( ) w Other fixtures ........................................}-0koQ...S•; W Design Flow............7_5...........................gallons per q'tmix NxlO)L Total daily flow..........1-g7-••3....................gallons. u: Septic Tank—Liquid-capacity is PPgallons Length..l.'_-Q'Width_.6 Q" Diameter________________ Depth.4_':1'.. W Disposal Trench—No. ............... . Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No....... ............ Diameter..10:.5'.... Depth below inlet....4.%.Q...... Total leaching area.... 6 4. xtXx z Other Distribution box (X ) Dosing tank Percolation Test Results Performed by...19N...&...Yfl-e_ I-er.....P.t.E..................... Date.....5/2_8/83............... Test Pit No. I........2......minutes per inch Depth of Test Pit........1.32_". Depth to ground water......K on4...... 1z4 Test Pit No. ...._minutes per inch Depth of Test Pit........ a'�f12 . Depth to ground water.....-None n, 11-11"1*1 ......--•-- ....................................... ..................... None. .._. �� 1Vone O Description of Soil---..._.._................................................••-•-•---......................1 •.._.............................._.__......._.._•--•-----.._...._.. .........................................................S_e e...attach ed...FLlan_......._..........................._._._...---•--..._._................_...------------------. ---------------------- ............................----...--•-•-------------------------------......----....----•--------------....._.....---------------......----------------•-------•-••-----•-•---- V Nature of Repairs or Alterations—Answer when applicable........................:....................................................................... •--------•...................................•--...................-----•--•-•----......---.....-----------------..._._ ...__..... .........._....._...._..----------------..._..._....._....._. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in i operation until a Certificate of Compliance has been issu r of h I Signed....... .�. .. ..._ .................... ............Da.e_........_.... Dat ' ApplicationApproved By..........................................................................•-•-......_............. ........................................ Date Application Disapproved for the following reasons_____________________•_•____......._........_,______-_....___________.........._..__..._.._....____............._ ! ..........................................................:........................_.................................................................................................................... E _ ......--•---Date PermitNo..................................................._._ Issued.............-----------....._. ...... Date ......................4+¢v v+ .............................0............►.........i+..... r.......v..+.a•� THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ' ..........................................OF..................................................................................... I (lrrtif iratr of ��a��litt�rr THIS IS 0 CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by. L-s-�-------------------•---......._.....................----•------•---•-..._................ ----..-.____--------------- •-----................_.._..... .... .. ' at...................:........ .._.......-_______......._......._.__..__._......_.__._.._._....___.__.................------------.......nitar...Code as described in the Installer has been installld m accordance with the provisions of TITLE 5 of The State Sanitary application for Disposal Works Construction Permit .............. dated....._..._-J.-XI.................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. i DATE.................................. ...........•----.............. Inspector.................................................................................... I .r ....... ......................I..................r r v__..Y...........................r 4._... r u u u r r++.• .._...«....' THE COMMONWEALTH OF MASSACHUSETTS UY BOARD OF HEALTH 83 No......................... FEE........................ Permissionis hereby granted................................................................:.....__._....._....__......_....._._...........__._.._.._...._........____--- to Construct ( ) or Repair ( ) an Indil OUwage Disposal System atNo................................................................................................................................... ........................................................... Street as shown on the application for Disposal Works Constructigg P4rmit No..................... Dated.......................... Board'of Health DATE.............:......... . .. ........................................................ FORM 1255 4A. M. SULKIN, INC., BOSTON. - ��\ -- •.,,,z,,r. 'OWN CLERK J79 No _... ...... FEs.............................. THE COMMONWEALTH OF MASSACHUSETTS ANG -2 FEKQIA R D OF HEALTH ..............Town................OF......Barns.$.table..---........_......------------.................... Appliration for Biiposal Works Tonitrurtion Prrmit Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: ............Rte . 28 & Putnam AX .e..�... a9t1 M.7.�.1s... Ma.... ... ... ---- .-- .........---•--•-•-- Location-Address or Lot No. Coto t..?11C7Y..Tx us�.. .... 404..N1e�.t�...S t. ...Centeryille,...Ma...._..... Owner Address W J. P . Morin 75 Salt Rock Rd. ,� .................................•--........-•-•--••---::-....--•--...................--•---....._ --............ Installer Address dType of Building Bldd. #3 Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type T e of Building Off 1.Ce........ No. of persons............................ Showers p� yp g _.... p ( ) — Cafeteria ( ) w Other d fixtures ......................................1.0,&0---�• F-:••-•---•-------•------------•-•------•-•-•----------- ----...........---•..........---- W Design Flow----.. 75 � ..._- ...........................g p eX . Total daily flow...._..._._1.92.3.._......._......._gallons. WSeptic Tank—Liquid capacitya.,.QQgallons Length.��...'.-O'Width... ....��� Diameter________________ Depth.4.::1. 1" x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No.........I......... Diameter..l t.5.'.... Depth below inlet....4 .Q.'....-. Total leaching area....:416.4 m. Z Other Distribution box (X)o Dosing tank Percolation Test Results Performed by...how...&... e1le_ ,...p.«ΡE.................:.... Date.......5�2$�83.........__. Test Pit No. I........ ...._.minutes per inch Depth of Test Pit...._1132....... Depth to ground water..__.....ROrie---. (i Test Pit No. 2........ .....minutes per inch Depth of Test Pit.._..1 2" Depth to ground water.........2 1 2+ 2 i��2 one O Description of Soil------•------•----•............................................................•---------------- ......---------------•-..... •................. ---------------- --- -----------------------------•••----•-•-----------------------------•-••---------•------.......•------•--•--------------••••---------•-----••--•--------------...._...........----•---•...---...---- U Nature of Repairs or Alterations—Answer when applicable............................................................................................... Agreement: The undersigned agrees to install the aforedescribed. Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The der ' ned further agrees not to place the system in operation until a Certificate of Compliance as been issu rd Sne ._... .. ..... .................•...................... ...........•-----------•-_.... 1 Date Application Approved By............................ •--..... •.. .--• •................ Date Application Disapproved for the f ollowin easons:.............................................................................................................._ ........................................................................•-•---------•-••----........-•------...---•.................•--••--••------------•--•----------....._•••-----•--•-------•----•-- Date PermitNo......................................................... Issued.---------•---•----•----...--••••-----•-------••--..... Date .......................................................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...........I..............................OF..................................................................................... Trr#if iratr of Tontphattrr THIS S IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by. �..L..V.l �s... ...........:........................................Ins-•-•--..........•......... ......----.--------....-•-•--•.........•.........•---- ------••- Installer at.......... .__. �� --------------------------------------------------------------------------------------------------------------------------------------------------------------------- has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.17::: 7 J?.............. dated.......15'.7.3._S-3._.................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE..............•--.............................-•-•---•-•...............•......-- Inspector.................................................................................... ------------------------------- ----------- CC 44 I •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••1•••••••••••••••••••••••••••••••••••••••••••••••••••-------------------------------------------------------------------------------------------- I OWN CLERK i,i lI 1N!3 T 1 OLE. M THE COMMONWEALTH OF MASSACHUSETTS '83 A116 -2 P150ARD OF HEALTH .......... Town...:............OF......Barns.table.................._................................. Appliratiou for Bi-npni3tt1. Workii Tonit urtinn "f anti# Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: Kte.. ._28 -& Putnaim. Mid.ls..�...Mai................. » - n-Address or Lot No.-• Location�.o to i t. W.sY...Truat........................................ ..........4..�aa.t�._.S t........Qs texmille.....Ma........... , Owner Address w ... P. Morin �j Sa.......:Rock Rd..,L....D.axn -ta.ble.....�:la.. a ...................................................................................... Installer Address Type of Building Bldg. #3 Size Lot............................Sq. feet J Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ...0ff i-C.e........ No. of persons............................ Showers ( ) — Cafeteria ( ) Other fixtures ...................................... .. ...............................................•----................_.........------... W Design Flow...........?5...........................gallons per)p=0t0q'eX7dW. Total laily flow...........19-7.:-3...................gallons. WSeptic Tank—Liquid capacity...500gallons Length.).a..'m.'Width._._..'.' Diameter................ Depth.:4.'.:u.". Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. x Seepage Pit No.........1.......... Diameter._1 Depth below inlet... %.Q-'. Total leaching area.... 4m. Other Distribution box (X� Dosing tank ( ) 28a-T • 58 Percolation Test Results Performed by...lQw...&..LVe11eY,...p..E...................... Date.................�................. Test Pit No. I.......2..._..minutes per inch Depth of Test Pit.....IN_!.... Depth to ground water.........Rone... - Lz, Test Pit No. ?........ .....minutes per inch Depth of Test Pit.....1 ?.. Depth to ground water.........L.One.... f l 2...... c� ..........................................................................i. 2...................................................... �j O Description of Soil............................ .... .... 1V one ..................... .•••- U .----------------•-----........................_......... ... cd...pa ..............-•-•-•••................._...._.................-•-•••.......-••-•-•....._--••-- I � W ...............................•-•••...••••----.........-•--•-••---•••------•--•-•----•---•.........--•••-•----...........-••••-----•-••---••-•--•-•••••--.....-•••••......--•-•--••••-......... VNature of Repairs or Alterations—Answer when applicable............................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued�bard Signed........... . —� (�t ................................................................. ............Date.............. f ApplicationApproved By.................................................................................................. Date i Application Disapproved for the following reasons:---••-•...............................:.....•------..................--••--..................---•----•........ i ................................................•--••----.........-•--••----..................---..._....................•.........................._...............- ..... . •--•••......- Date PermitNo................................................... Issued.................. ................................ i Date THE COMMONWEALTH OF MASSACHUSETTS i BOARD OF HEALTH j ................... ..................OF..................................................................................... %>erfi f it att of Toutp ianrr THIS I TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by...... ... . . ..... .................................................................................................................................................................... Installer at.............. ................�...........--•--- --•-••-•----•---•-----...--•-•--•-------•-•----•-•-•-----•--•----•-------------............-•------•--....------•---....._.........--------•- has been installe in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the ' " `j _"3�.�_'��------------••--- application for Disposal Works Construction Permit No.... .. ... .?...-•...._. dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector..................................................................................... THE COMMONWEALTH OF MASSACHUSETTS ; BOARD OF HEALTH ..........................................OF.........:........................................................................... No......................... FFE........................ t f iapoiia1 Morku Tnn3#rnrtion amit Permission is hereby granted................................................................................................................................................. to Construct ( ) or Repair ) an Individual Sewage Disposal System 1 at No............ ..........................................•-------.................. ................... ......... .............................. ', `�� Street as shown on the application for Disposal Works Construction Permit No..................... Dated.......................................... l Board of Health DATE.................�..�. ! ` ...................................... r•••.......... FORM 1255 A. M;;SULKIN, INC.. BOSTON fa '.OWN CLERK - fro 88RNSTABLE. MASS. No................_....... Fins.............................. THE COMMONWEALTH OF MASSACHUSETTS 83 AUG -2 " bbARD OF HEALTH Town Barnstable ......................0 F..........................................----------...------.......................------ Appliration for Disposal Works Tonitrnrtion ramit Application is hereby made for a Permit to Construct ( )0 or Repair ( ) an Individual Sewage Disposal System at: .Rte. 28 & Punm_.A.XQ�..,... rs ion .T� � ..t...Ma ..... ............ Cotuit Wayed�rus-C 404 Main St. 'r �tenterville Ma. . .............................................. ..---------•--------•-----------•------------- •.........-•••--•-----.................... - ! - -....... j. P. Morin Owner Address w ' , -Salt Rock Rd. Barnstable Ma. --------------•----•---.......-•----.........----• -------•---.....- .. Rock Address dType of Building Bldg. #2 Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ...qff Ce__....._ No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures ................................. . 3..000---S.�F------------------------------------•-----------------------.-.------------------•------- w Design Flow...............7.5.......................gallons per pWaXKpXXX3K Total daily flow.-.-.-.--_-�.9?-t-3.. ............gallons. R: Septic Tank—Liquid capacity.16.QQgallons Length11.�.mQ'.'. Width..6.!..-P!. Diameter---------------- Depth.A�.-.1". Disposal Trench—No. ........ ..... Width.................... Total Length.................... Total leaching area....................sq. ft. See a e Pit No...-.--I........... Diameter........_.- p g 10.5! Depth below inlet.... !..... Total leaching area.. ��4 z�x Z Other Distribution box (X ) Dosin tank 411er, '-' Percolation Test Results Performed by... o I . -P.E.- •----••--.---••-•-- Date......1/2$l83.............. `_a Test Pit No. I........2.....minutes per inch Depth of Test Pit...... 2"..: Depth to ground water....nIom......... (i, Test Pit No. 3...............minutes per inch Depth of Test Pit......132��_.. Depth to ground water----N011e---•.•... n 2 14.................................................None--------- 4 2.......- :.......... 7Vone Description of Soil..........--•-•-••---------------------------•-•--........-•---................----•-------•--------------------------•----- -.-------------•-•.........---•.-----•---- c4 •------•••-•-•-------------••••-••--•-------.........S.e...a-ttacl�-d-..P.lan...----------------.......------------------.........------..............------------------------ ........................................................................................................................................................................................................ U Nature of Repairs or Alterations—Answer when applicable............................................................................................... Agreement: The undersigned agrees to install the aforedescribed. Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code—The un t<rsigned further agrees not to place the system in operation until a Certificate.of Compliance has been issued o o- health. S4ned.. ....... ......... ....... . :---- Date ..... Application Approved By.................................. (11" ........................ Date Application Disapproved for the following a ons:-----•---•-•-------•---------•--....---•--••...--•••...............••--•---.....----•-----......------......... ----••--•...----••---------------------------•----•---•-•-•-------•---•-----•--•--•.....-----------....-•••-•----•---------•----•--•---••..---....--•••-•--•--........•-------•----------•--------.----- Date PermitNo....................................................... Issued........................................................ { .......................................................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF..................................................................................... CIntifiratr of.Tontpliattrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by...- !�4 . ...........................................................I...................----.---.......................---------...------.-------------------......•-- ----.---Installer at... - ................................................... = ... has been inst. led in accordance with the provisions of TITLE �2 of The State Sanitary Code as described in the application for Disposal Works Construction Permit ............... dated-... .-.�............---.........._..... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... 'OWN CLERK s,,ARNSTABLE, MASS. '83 AUGPH 2 ,44 ......................................................................................... .................................� •�. t ;0WN CLERK KARNSTABLE, MASS. Fmc............._............... THE COMMONWEALTH OF MASSACHUSETTS '83 AUG -2 PH bbARD OF HEALTH .................Town.............OF.....Barnstabl.e.........: Allpliratiou for DijrVaiial Works Tonstrurvott "truti# Application is hereby made for a Permit to Construct ( X) or Repair ( ) an Individual Sewage Disposal System at: ...............Rte. 28 & RUIR.AM...A.x 2...... �................._................................................. Cotuit Way`arusSS 404 Main St. or 'tenterville Ma ...................... ............... ---•--.......•-----............... .......-----•--...........-•---•--.._.....►...---............................. ---•--......---•- W J. P. Morin °Wner Salt Rock RdC.Sg Barnstable Ma Installer Address QType of Building Bldg. #2 Size Lot............................Sq. feet Dwelling— No. of Bedrooms.............................: .Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ....Off ice..._._.. No. of persons............................ Showers ( ) — Cafeteria ( ) QOther fixtures ................................. . ....-•--•---•••-....................................._-_.... w Design Flow...............75.......................gallons per pl€a3fiNXpXXX3 C Total daily flow..............197.•_3................gallons. WSeptic Tank—Liquid capacity.1.5.QQgallons LengthIL'..-_Q.:'. Width..6 Diameter................ Depth..4'.-I". k Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. x Seepage Pit No-------I............ Diameter...19!��...... Depth below inlet....:t•4:r- ...... Total leaching area..416.4,A4,:q:6X G•;T Z Other Distribution box (X ) Dosing tank ( ) 1 Percolation Test Results Performed by.......Ow___&----Weller,•--.P-.E.................... Date.....-5/28/$�............... � as Test Pit No. I.........2.....minutes per inch Depth of Test Pit.....132"--- Depth to ground water....K one.......... I 2 1 2 ! Test Pit No. 3...............minutes per Inch Depth of Test Pit...... . ....... Depth to ground water....NQr.1.�....._... 2 I'2" None ............................ ------ ......... O Description of Soil......_..................................... �TOrie .......................................................fee...a_t cY��. ...PIS................................................................................................. ! W . ....................................................•-••-•--------------------...------------------. ---•-----•-----------------.....................-----...------------------------------------....... ! UNature of Repairs or Alterations—Answer when applicable............................................................................................... Agreement: j The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issu bo healt I - E Signed........... ...... ........... .....•---•------.................... ................................ Date ApplicationApproved By..................................................•--•------..........................-•-•--•---•- ........................................ Date Application Disapproved for the following reasons:............................................................................................ .................. I .............................. ..........................•---..............--•-•-•--............................................------.................._..........•--•----... ............ Date _ PermitNo..................................................._..-. Issued........................................................ Date ..«...,..,. ...._.,.,.o...,.. ..,..+.eu�.........,,....._......u. ............................................... ........ THE COMMONWEALTH OF MASSACHUSETTS I BOARD OF HEALTH ' ! ..........................................OF..................................................................................... Trrtifirt r of �oitt �i�tt�rr THIS I; TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired by ( ) tom . .. - . '>F . .. .................................................................................................. .............................................................. d Installer I at.._..... Z...........................................:::........_..-----.......---._...........---...__........:....----........._........._.................................... f has been ins Palled in accordance with the provisions of TITLE 5 of The State Sanitary Code as de-cribed in the application for Disposal Works Construction Permit 1�'0... ,3-. .®............... dated......g..:��..` -_�'..................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE...........................................:....................................' Inspector.................................................................................... r .,. .�..,.,........................ ......................a....<...................................................__ .......� THE COMMONWEALTH OF MASSACHUSETTS i BOARD OF HEALTH 9 3-S,0d No......................... FEE........................ Disposal Works 101,11ndr diort amit Permissionis hereby granted........................... .........................-----•-•-•-•------...........----••-•---............. ............................ to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at No........................................ --....._..do ._ _...._........_._..... ------ Street as shown on the application.fo.r Disposal Works Construction Permit .................... Dated..............I............................ .k. Board of Health trc DATE..............•--...................... ...................................... FORMtJ238 A. M. SULKIN• INC:180STON R_ "CwN CLERK .y �8RNSTABLE. MASS. s v Fa .... .................. THE COMMONWEALTH OF F MASSACHUSETTS '93 AUG -2 66MR0 OF HEALTH ..._........T.own..................0F..........Barns table................................................ Appliratiun for Uhipusttl Workti Tonstruttiun Prrutit Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: Route 28 and Pu.Anam..�l-Y.e.... a top?...Ma.�.� ...,....Mai........._........ .................... ..........._..........----.._.........--•---...... Location-Address or Lot No. - .........Cotuit Wsu..trust......••-••.............•----•--•------•-.. .....404..Mai:n_..S 1~x-� Oaner.Yille lYla.......... w J. P. Morin Owner 75 Salt Rock is Barnstable, Ma. ,-� ........................................................:............----------••................_ .....--•-•-•--•-••.......-•-•--............_..................._..........-•--•--•------.......... Installer Address Type of Building Bldg. #1 Size Lot............................Sq. feet V Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ....0 f f 1 C e_...... No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures ...................................... W Design Flow................ 5_...................._..gallons per pXXMXpXX1Xy. Total daily flow.............97....3...................gallons. WSeptic Tank—Liquid capacity.15PQgallons Length._.'..-10"Width.'=.Q"-.. Diameter................ Depth.. x Disposal Trench—N o. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No.__....1...._.:.... Diameter...9-.5.... Depth below inlet.... �_�' Total leaching area..4.1.6.2.�1 X*XXX Z Other Distribution box (X) Dosing tank ( ) G,P.D. aPercolation Test Results Performed by._•.I.Q.W... c...KeIlar.,...R,-E..................... Date.... /2$,1,8.D................. a Test Pit No. 1......... .....minutes per inch Depth of Test Pit......132."... Depth to ground water....Ngnle........ (i Test Pit No. 2................minutes per inch Depth of Test Pit......13Z.'... Depth to ground water....1 Ae......... 0 3 2 -----------------------------------•---------------._ _2w--•................---•-------•..---.._....._... on e tl 2 1 one Descriptionof Soil......................................•-----...----...------•----•-------•-------------------....................... ----------------------- --................ ------•-- See. attached �? ......................... w x --- -----------------------------•-••-•-•-•••-•.....---._...--------•-••------------•-••--••-------...--•••-•--•••-••••--•••-•-•-•••--••-•--...•-•••-._........•••-•••-••••-••-•--•••••......--..._..... U Nature of Repairs or Alterations—Answer when applicable................................................................................................ •-----------------------------------------------------------------------------------•--••------•-•------•---...---•---------------------------•---•----------------------------------------------•---••. Agreement:. The undersigned agrees to install the aforedescribed. Individual Sewage Disposal System in accordance with the provisions of TITLL 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been iss by t . boar iealth. Sied. ...... .................................................. •---• ....................... Date ApplicationApproved BY . . ----_... . . . ................ ........................................ Date Application Disapproved for the following re ons:•-•---------•----•-•--•-•-•-•••••---•-•----•-•--•-•---........•---•-••••-••.....-•••--•------••-•-•---..--••--- .......••-••--••-•-•-•-•-•.............••.....-••••---•-••••-•.....••----............._..._...•---••------•-•••••..................------••........-••-•-••-•-••-••••....-••••••---•••-----•.......----- Date PermitNo...............................•••---.........---....... Issued........................................................ Date w�wfww��wwwwwwww���www.w�ww���v•www•w�w.w.lw�wwwT�.www��.�ww iw��w�w���w�www��w6lww w.�w�w�wwo�w w��•w11��1.w��w0www���w�w�rw�w� THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF..................................................................................... Trrtif iratr of Ton phanrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by.... .. ............----•--•----•-•----------.........•----.........----.......................•--...-----------•-------•--•-----------.............-------•--------- �� � Installer W. ....-••-•-•••.................................. has been instlled in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No. 3•S Z:............... dated...... _...................................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ • Inspector.................................................................................... dru•" Oi^'N CLERK ^RNSTABLE. MASS. FEn.............................. THE COMMONWEALTH OF MASSACHUSETTS Xi AUG -2 f16ARD OF HEALTH .....-......Town..................OF-.........Barns table Appliration for Biirpo3al Works Towitrurtion Vermit. Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: ....Route 28... ? 1. . .5__.,....MaA.......................... ••---••-•---•-•------•........................ Location-Address or Lot No. .........Cotuit...WaY..TF-ug.tt.......................................... ......404__Main...Stx.,%...Le.ntexuille.....Dia.......... J. P. Morin Owner 75 Salt Rock l�'C�dre;9 Barnstable , Ma. w Installer Address dType of Building Bldg. #1 Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) `4 Other—Type of Building 0 f f i e P No. of persons............................ Showers — Cafeteria aOther fixtures ----------------••-•----•---•-•. f-....................................................................................... W Design Flow_______________7.`1_.......................gallons per pVANXp=X1xy. Total daily flow...........197_..3...................gallons. WSeptic Tank—Liquid capacity.15 pQgallons Lengthla._-'._-.0-'.' Width.'_-_O. _. Diameter________________ Depth_._'.-1.'.' j x Disposal Trench—No. .................... Width.................... Total Length.................... Total leachingarea....................sq. ft. Seepage Pit No.......1........__. Diameter.._ 0�_ .�.. Depth below inlet_...4 ...... Total leaching area .1.6 _:11:X*XXX Z Other Distribution box (X) Dosing tank ( ) �'P'D' I '"" Percolation Test Results Performed by....I.Q.W... �J.B�.lEx.►••.�_,. ..................... Date... �2_� �.�.._.............. aTest Pit No. I ._......2 minutes per inch Depth of Test Pit......132_'.'_.. Depth to ground water....None._____-. f 2.._.. Test Pit No. 22................minutes per inch Depth of Test Pit...... Depth to ground water....N.Qne........ 04 34 1...........................................................................•-•••-.._.......•................................•---•--i�� None ...... 2 11 ODescription of Soil............................................................•---................_.._.__...... --••--•-----....-__......._.....__._._...........-••- - ... ---•---- U ...••--•••-•.......................................See at .Q GT,..Beal;l............._...._......------...._..................... i w .....................................-••-----.._......_..-----.....-•---------------••--•-----••-•-•----.............••••---•--•-•-........__ UNature of Repairs or Alterations—Answer when applicable..........................................................:.................................... ......................................................................................................................................................................................................... Agreement:. ! The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in t operation until a Certificate of Compliance has been issued the board of health. i Signed..... ................... `-----•..._..__....... .......--••--.._.......... .... Date Application Approved By...................................................... ........ ............................. .............................. ........ ..........._.__._..._..-._.. ......- Date I Application Disapproved for the following reasons:..............................................................................................................- �. .................................... ... ............... .................................•• .....----- •...._........ _...........__.._....._.._....__._.__ _ ••---•--...... Date Permit No....................................................... Issued.............._. 1 .........................•---...... ..Date.......--•-•--.....------...... ].ru;i. �r.Vv+.�Wv�:iV,+.iL 46 it Fi`0'd69®tl6.pm/6NiY"wYOO♦OM1 bM MAY R41,•.O Qi110 YV4�r41Yi'e9fJ•.44�r V�tV.rWi:WvtVWVVWV`y JY.V WWei�LW qe J©W�sv v- W: THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH i ...........................................OF..................................................................................... j Trr#if irFa#r of Tootp1tanno i THI5j TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired. ( ) f by........ ... ...............................................•Installu...._......................................................................_.................. at........... /-•.......................................................................F.._....---•----._........---.....__.......-----•---........._..-----..---..._.._..._.___... fll has been installed in accordance with the provisions of TITL.. 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit . dated..... .................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... ...... .. �-�.. +`4VtlVfUDHJ^HW:J�-:rVVV...v.,.r rl..•.�vb VVJ.�VJ4u+.. r .F.v 3V.rVV Vuv; �' VV'�'v fi�ju WN.iVWdYW Oyu yil Yi i{W BI bYbV bV J_._.. .-� THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH No....... .........................................OF. FEE........................ { Mipoiial Work oka ion - amit r PermissionIs hereby.Vanted---••-----------•......................•---...._......._...._.....__._--•--.........._..._.............._..._....-•---._......_............... to Construct ( ) or Repair-'(4,`)• an Individual Sewage Disposal System t atNo.............••_.... .._................._..........._._....._........._.............................._..-•-....._......-• •••. .._....:...-----------.....---••--._........... Street I as shown on the application for Disposal Works Construction PXit'No..................... Dated.......................................... ......................... " Board of Health................................ ..................... . .r DATE......................................................._..•-•••-• ... `,, FORM 1255 A. M. SULKIN, INC., BOSTON , - STATE HIGHWAY (FALMOUTH ROAD) (VARIABLE WIDTH-ROUTE 28) 10.00, DO NOT ENTER/STOP SIGN S00°05'15"E --__-_ ----- -- EDGE OF PAVEMENT(TYP) --__-_--_ 8.48' OVERHANG&ISLANDJQ, BE REMOVED - N89°5445"E 'W Lei 120.34' <. ro o w -- ,�-L.P.(TYP) 29 \ ioo o X A? )�, ISLAND(under ove ang) PRIMARY SAS [Z 12.54' — 540 9Pd 1 989°1 ' 2"W RT LOT 1 1 I_—RESERVE SASTA '-' �o B_r. ---•% 540 9Pd . LEACH. w PROP.WINDOW 1 L BN 0o c Q 30.1'co -20.0 6 � � #3821 � TyP. o co o w H EX.BLDG(total floor area= co 2 m RAMP 6,000*sf)TO BE USED FOR D CO I A DUNKIN DONUTS w/ DRIVE-THRU&15 SEATS i I PROP.ENCLOSED O : ao --t o MENU BOARD i DUMPSTER ON �I Q o Z I � ORDER SPEAKER � , �� ./ CONCRETE PAD/ _.J i � W c1 ( � ocn - U: o LL R.G.T p �� /. o ,L cl) ¢ ' I� X.L P/ I DRIVE ;. ,���,/ 00, '� THRU SIGN 0.1-11 90 N � � ^` GENERAL NOTES EL vuN�'T3i FIUSH GRADsovEP oe 69.8Y FIUSH GRADE ovER CHAM3EPs-69.4'-7D.2' PRO?.VENT wGH CHARCOAL FILTER TO ABOVE GRADE ENwiEE NOTED.ALL SYSTEMNOMPoUENis ANDCONSTRUNnPH PROADE wzO CONCRETE RISEN WITH axa SECURE PE SLOPE®3%MIN.OVER SYSTEM Y.'iO,trt DOUBLE WASHED a,u ANc PDAUCE WITH i1nE50F THE 6TATE OVER T�NC0 5�95HOwN(np.OF S) GST IaOU FRAMER COVE TO F.G. N Sro M=Gw GAS, My°°uMFNTlLl=EAxD ANY=KABLE LOULRULE6. I INSPECTIONPDRT WITH ACCESS v CHANGES TO THIS PUN MUSTBEAFPROVEDBVTNEBOARD OVEa GREASE TRAP EL. t1REns) "6LOE t% BOKT .G.ISEE"OTE.R RE TO,lY DOUBLE WASHED HEALTH AND THE DESIGN EnGINEER. 70.3'-70.7' AHK CL•70.4'-70.8' oR�GEOTF%TnE FILTER FABRIC SCHEDULE.o Fvc PIPE wITNwI,FRTGHr.I°ISE NOHAI MIu rD FSAS•67.20' PROVIVEn T.RSER ..eOPRevENTBn�ouT.AL SYSTEM E ROPwED11MB FADESHALLNOTSEL—THA„ 4 .OPV CH,4o ,a,Mltivc, a F,c 6620' J Mn,nwii. .'ISEcuR`E_C OF UNCE O10 sara FORA DIsiANCE OF IS APWNv THE PERIMETER OF THE US. swO4ros PH I _ E BREac°urE>.•°66.70' ec Ea TRANSv G uNLEsnsa�o wL CEOMEMBRauE uuEa ls?LACE pTLFnsr FrvE FEcr mOM E.A.S. (PIPED IS GN__, AND E TOP OF THE LINER IS HOT LESS THAN TIE BREAKOUT ELEVATION. 6' J• J• �W aLwCIN FR �.toluiDE WATERT S SLOPE ALL SOLID PIPE AT 1.0%MINIMUM. _ $EPRC TANN°M —TS1 O EB PVE DULY B THIS SYSTEM IS HOT DESIGNED FOR A GARBAGE DISPoSAL J R `67_75' r; HWG FAGILm O O O o O O O OO O e O O o O O BMRD0°F HEALTH T°BE NOTIFIED PRIOR TO wGK FILLING WHEN 1s sp a Ecnou.srsrEM is NOT To 11O la?a+T� Er TEE L 0 O O O 0 O O vO O O 0 0 O(�'o i eEB cK FsiL_LLED`WITHOUTF sT OBTAINING APFFo FROM BOARD OF HEATH. 67_40' 66_43' O O O O O gO O D O O O O �� ROKIMATE D.S.G.s.wn,M.ELEYA,IDN OP„ED TEETAP mP) 887..eess Mnom PL) LE 66.60' eTBs'On lmm deal I!SeowLs.IW nuBl. OUTLET I Osa sioHE BOuxO wr DRCL HOLE as sHOwu oN ww. / TEE ,,,MNgp�L 1 0 0 0 0 0 0 0 00 0 0 0 0 0 0 o e wnoo3PRIGRT��° TPH=n°N COMPACTEDB Ly S.c BAFFLE E`::EL F�n�TF�Rc E c ? BASE THROUGH DIG—FE AT B.e'mP) HYDTTIT'iE°av uu AGEHCIEs.CO-E"aePoarury Hsr,E E(GAS BAFFLE DN DON., _OU__DINAl aEE:I TABLE TO A, CIEwsF;o:t°Eo sGN ENGNEER.B E .l COMPACTED BA`SEE LE"GTH]ZZ-OTH 6,A" DEPTH 7=2- PIPES TOBEu ooEVEl.. uT`� L64_20' GROUND WATER ELEv. <59.00� , Nv vETERMI oHa50EFu uwOE psrowMPLMNCE wrrH oED orsDewATEanOxi SIR PROPOSED 1.000 GALLON CO PROPOSED".0/1,000 GALLON CROSS SECTION VIEW 4-SOD GALLON CHAMBERS s " CHAMBER END VIEW o i�wGinlsanLxl FIRoN°wH OBTAIN SUCH H-20 GREASE TRAP 2-COMPARTMENT H-20 SEPTIC TANK H-20 DISTRIBI TIONBOX DETAIL TYPICAL CHAMBER PROFILE H-20 CHAMBER DETAILS , ALLSFPTNSY6TFM CDIAPPDo pu A°,HSTAND H.+aLwDINGUNLEss T ro SCALE LOCATED u"BEa?AVEMENTo aNEs OR TaAVELFo wars IN WHICH CASE FALMDUTH ROAD(ROUTE 28) USAN,NSUITABLE MATERIAL GA% TEST PIT DATA THEY'ENALL USHER STONE GRALL BE FREE OF ALL DIPT ou3'.:::c-'Rez. e ryaRIABLE WIDTH-STATE HIGHWAY) COARSEl FEE RISE 5T SOIL A REPLACE(C %` a EEO IRED.CONTRACTOR SHALL REMDVE ALL LOAM.SU&sOILAND R x5sIJ1` NT mPI 1 vl IN APEA BENEATHAUO FOR 55 ET.ON ALL SIDES OF LE 'ING 'ACIL B.A ——— ——————G_-————— L__ D_— ———___ _ P Ao�`rn Cuv PNES oe o>EHi uHsuv a e°Me ERIAL IH s CCOFDA.GE WITH JIGCMF I5z L v Al fy, CONTRECOro EWILNOnFV DESIGN ENPGauEER OF ANYGSCREPaNCIES F uuDIu LAND COURT (' DOJIOTENTERrsro?sIGH�. ZONES c FROMR TOCONnuUATTON OF WORK, ELO]sa — —S-E 1z LOwTED WITHIN, (PREVIOUSLvaPPPOVED ' t __--�-LP.mvl ueBp� # _]I— — Cv '-�.' jA A E Soo. L aTi H PA PER DESIGN FLOW FOR IX \ / - -J•--�•'— -------qq..�� # �' -Bpi 13 ., x"V 1', IO ERc RATE-• RCEL SLOGS:SSA Gvo)LOT „� Al '•l HAND......... ED � P�'— —y �rAP 7��..G�:s Q o. o I—OF PERc= ADDRESS:PoCORD LMrrEO PARTUEPSHIP I m ._ YA.M R ( "D(onenr w0 EKiuRALc wNEROF RE Hvauum MA DzSOI e�Nl 9� ODD ZONE I� \/ �Isu m 1 s.e 0Ps1 O ry LOCUS 7 MA FLOOD K �s(• I NR°I, NG c1a R.M GN ///////// TI Q:P D 0 A sNOv+N OMMUNITYPANO-4 zsltotcosAs� ' -,'i WITH pOG GA W. + E R. DEED RE �DCOURTCERTTFCATENO13767e A _ p ro Af REFERENCESID. PLtN PLw,ASSA FLA. LRR uSPECTION B 0Vr 6 PORT wC ¢�r. rA :)IL.P"a"w.I J'Bse�e0 s)L.c FuuzzB:na.I 0 OP.w NDOW f E"roE ., 0 4. se BB TL),srsooUNTYco.ESRrC.ERSALrFLA. \ _ i T°PUTHAMAVEHUE EcoaoeD IN PUN BooK NK(Pa APP D FLOW=281BW1 O.J 1 - BE BB.50 T)'DEFPU TN O60RRWI6ONPLANOLLUNDU°CATEO IXSTINGYANANrea � , µ LOCUS PLAN (� S ORNE-THRu, Azo°B o FlcE sa:e I Os - BI PREPARE F IT "NO"' Na p 1 ( I TATSA a:I ��/y sv'IE.,.-,� C 25V 64 SCALED TT TO ANRNGH DATEDOFF SEAT i RB �/ B8 DESIGN DATA EDINFIAHBOOKS PACEJS. LAND COURT LOT 1 B.)I9JI STATEUT=TION OF RTE.IIS(FALMOUTH ROAD) / u PREVIOUSLY APPROVED DESIGN FLOW: 0 — LPOsmou TO ' RAMPIwnFKI ,wEa•,AseO e.l. I C=SHCwu LOT,IPER pS-BUILT PuuDai6D In BOsI•z3 LBAREE PU PLACED SH BRAD..A // rzgPEa aSBUILi PLA wTED>n0051•z�»>Sa c O ALLOW FOR IusPELTlO"S FORMERLY PORTION OF MAP 57 K i I TOu BOTNLO • .PG IME, ss Bo NEW REALLOCATION OF DESIGN FLOWS: M.B .GU,KhVm Pxg OfiFPnee HA LEGEND / I tVEGG 43LFa , OrtINEw DU"wu Dauurs)•SBs (PPEMOuSLvaP?ROVEDDESIGN ttOw•z,e4sGPo) L I / I ?R MENGBOAR PEER ALIOR EMAININGIX rwGBDILDINGs)-:�P_ NP TEST PIT DATA ——="I _ POTGPaD D,�I E" Ler—J ToraL FO BOTH Lors•zea .::IN.coPooG� Doe GqL / '""ARCRETE Pao D—PF_R——H-——————— INSPECT— D.M.Mw,. ® PROPOSED s r E s?EAUEa PROP.eau / PROPOSED USE(LAND LOURTp1): EvuuATOR M` Pane CSE -' PRO?oscO coxroua / �� PE OF EsrABLGHMENT-RESTAURANT(PAST FO ma4wp B�tJ HSOG GRATE NH�IUG�I R LATE,APPROva.WTE: Oa —N— E%ISnNG WATER SERVICE IGI.IVGanz)-sS.Tv // o PER SEAT —Dn•n— T°°vEREA°Imes Du.BDEEP // M APT PD BPE SSEPER A(rwAY SEW ICE nREAFL� IT' —"'— E ETINOGas LNE u LEN �,oT— sioHE:cai„EB�// SP YDESIGN`° GIIB GPPR SEATS)Cl.OFmGw=•5_ ERN RATE PROPOSED ooDTEST PIT OGAuoNH mGPEA3E TPAP FF-�� L.P. / DESIGN o ODesIG-Low.I-Ovs=p, =.)rao.E / oraLDES GN FLDw $ n�alupGE I 4} GREASE TRAP SIZING: _ w E rtrP,) t OIry g5� cialC METER / FIOW NOTE PROPOSED — —POSED +BBK GALLON III ITUR^LN • • paOPOsoS000a uoLU H.mMFx zosEPnc ipuN EaC v� I (2 // oP0 USE 15 PRO PER SEAT IREpuNED)TRAP TANK IX / l h _-GAL TANK IPROPGGED1 O NC CHAMBER TH°E OIFrEnN NED FROM—LOT PPREADVE 10 IP SEPTIC TANK SIZNG: 0 PROPOSE.a'SOLID SCHEDULE IS PVC PIE N'W - Sool t.nm PM PJujO� vacI°VENT DNK°uNFLO i FA"D THE 101 THE CAL.zc°MPA-N.m BEFTIC TAM p PROPOSED sounET H.zo DMMllUEO1 Bm NG �R.bR T •� IMF E`IIa QUS�U,t, FLOW OF SAS F.PROP0EO FOR L.0 IOiO a05 E VO ,7+ p.e.ws-:BI•n4L L.C.LOT.I6 TOBEGEED uoAYYEOUIRED) DRAINAGE C `a5' LOT TO LmA(PPOPOSED) a tov,s,B alv.iou FLOWS /,.. K esiBlcieo roiueo Goo a.e.z.vs- DESIGN 5v APPROPOSELD SITE PLAN I TO BF REA.OVE° / THE ESTUARINE WAERSH BOTH LOTS REDS°CAroO WITHIN cOMDERON GPC'RY�%•.e t _ war IPROPoESEc) PREPAREDFDR: SWING -TIES -TIES COUTO MANAGEMENT GROUP,LLC �GN' � LEACHING FACILITY SIZING: INSTALL 4-500 GALLON H-20 LEACHING CHAMBERSDESCRIPTION LOCATED AT eElvuµec0 A , WITH AGGREGATE c z,sr ass / a Fu 3821 FALMOUTH ROAD(ROUTE 28) CLEAN NoaasEs"D EP IN U) SIDEWALL CAPACITY ores' µE"cm.wTDTN)Iz slo6s)(z RICH MARSTONS MILLS,MA 02648 /TA _ �P COVER OUT Iz) 3 - (a3.5'Tt28P11211z110.T.GpUSOFT)W'aGWS GPD PO \P` I 1..)MAGNETIC MARKNO TAE$HALL BE PIACED ALONG THE TOP _ SCNE: MUCH•,B FT. DATE.OCTOBEa x,zOla EDGE OF EACH SEPTIC STEM COMFOHEUT. SEPTIC TANK COVER'N O) BOTTOM CAPACITY m m 2Jco"TRACTORs"ALL"ERIFY SOIL CONDInOHS INTHE LOCATION SEPTUBTANXCENCflOUT(4) - ILENGTH.WIDTH)(LU GPO F)-GPD .d" IIH PROFos IIATAHINCF111TH1oENfivaeco"SlTO rouE(s) _ (42Se,2.8J11U.74 GALS0.FT.) SED, JC ENGINEERING,INC. ERED 5 G / LOCAL 3Howu ox THI3 PUN.REP RTTO TOTALS: D uelW^0.swmnPwweePN00aarw ENGINEER orGie Ear w�'II°NaL Boaav OF NFALTH IF sons ARE NOT E CIE(6) - OTLuuu3ER OFe e2854 CRANBERRY HIGHWAY H MBEas: a w / resr PR DprA, OSNER OF STORE Ill TOTAL LEac"ND AREA: — EASTWAREHAM,MA02538 SITE PLAN 3,,ENTIREPROPERTY11—EDW,T"IN THEFETUANINE CORNEPDFBTDEIB) AL LEACH INGDAPANITY: — :YIP.I RYGAs) 508.273.0377 TERSMEOSA LOCATED WITHIN A DEP APPROVED ZONE 2. / INaV IRESEPVE AREA) W.4 Ne. 210 ^1 ROUTE(ID.VMIE51 ZS GENERAL NOTES - UNLESS GTHEIRYSENOTED,ALLSYSIEMOOMPOHEMTSANO CONGMUCIOHMETH00B AL t SHSE CORMI INACDCEWIMTRL THE SMEENW E5°F RONMENTN.000EMDMY APPLICABLE Le RULES. 2.AEYCH ANGESTOTH19Pt MUSTBEa PROYEDBYTHEBOAADOFHE HMDTHE -ID 15B0 GALIUN bEPI1CTMN HrvSM.nD 6FWEiPD'B A _ SIGMENSINEER INVFRTNEL•&.OD eLp21%MiM(IYP-) _- 9CNNOYLE 4O PVC PIPE WRH WATERTIGNTJOINT95NALL BE USED IN 019POSAL 19'.31T ESON PflPEW NOTED. OIIT.TXE PROPOSE OFINISHGMOESNALLNOTBa LE59THM EOpE OF PAYFHEM BEWfiN NMHIXE �\ o / '� ELEvnnDN•9i.65'FORAOISTMCE OF IS•MOIIHOMDPENIMETEROFTHE9A.UNLE9S Hyannl M9iele .SJ TIG FASTING SEPTIC LEA.CX Prt TOOE RIMED WYE TTPECOXHECIIDN IXVERTOVT EL•9a.9S IDi.]Y�I \'\• / \ /^ - l 'DART GEOMEMBIUHE LINER IS PtAOE Ai LEAST FIVE FEET MOM 9A.S.AND METOP OF S WELLvn MOFILLED WITH 4EM BAND(TY'P.OF 1 TMELNER I9 NOT LE59THMTNE BREAKOUT ELEVATION. / � s,SLOPE ALL SOLID PIPE AT 1.Ox Mlx MUM. GTCXEa$IN p r _ _ fo _ I I �, 1 B. TISSTSTEMISNGTOESIGNEOFORAGARGGE°I9POSN.- D7 HIM EL.•9SB1 _ O- ° ETMP1NG OPNMGE(EACH PIT A IM I LOB BOOM OF HEALTNTO BE NOTIFIEDPRORTOSA.LKFILLINOWHENSYSTEM19 ® B7 a �1 N LYCOMPLETEMDREMYFORN9PETIGN.SY5TEM9NOTTO8EBxIFIUED Oi WTNOUTFIRlOBTAINMGPPPROVALFNOMBOARDOFNEALTMO / I $ BLDB .I I,`.,I... 1 ELHyDAT10NSBASEooNMASSUAIEGDATUMOFIDn.6YMELOBTMNEOFROMTHETOPOF i-p0,, / _� v EAVi1 1 A TV1fT SPINDLE A9 SHOWN ON PLM. O O V UT 9 EA9TING DRAINAGE CATCHBMIN I (so,GPD) D—AFEATCONUFACTO LEH'VERIFY PRIOR O LOCMENCING IORTOCON5 AT1-6 NTWGUGN "ETIH6,OpOGIL ITYP 1 OIGGAFEAT lEA9T iR HOURS PRIOR To COMMENCING WORN On SITE AT I-BaSDIGSME IF2020=O GALLON wAUP RIBA p' EL•9>Ata G EASE TNAP ('' MDANYOTHERARPLICABLEAGENCtES.REPORTMYDIECPEPANGESTOMEDESIGN CNMABERI soo.IN EL•P., I lO.tEl -p p i0F•1— 6 ENGINEER O ICONPPORD TO O EAMSNND ISDB['L.SEPT. I 19B.9S1 N10'SBDLALSEPTIC - _ VEPIFYI °-----' -- -T ICOHTRACTGNTD - n / /I _ _ 10. AL ERN.WHERE PIPE ENTERS MIO EATS COnCgETESMUCTURE95HALLBENME SBNN �TMK COnTRACTURO NV.OUTEL•9nAC VERIFI,INv,OUTEL!9rS I9B.OYf JI 1 - WATERTICHf. MAP NO DETERMINATION HA EEEN MGDE ASTO COMPLIMCE YIITH°EEDEOOR Z°MNG ..STING,SBOGAL SEPRC RGULPTIDNS.OWHErvM CAM ISTO CBTNN SUCH DETERMINATION FROM MCEIO TAM((COMRACT°1TO FUTUESYSTEM R nN5Y5 EM COMPO W I S _ O TyERI-F_1')Inv.our Fl.0ra1Y - ,,I tPNASEuu 2 ALLSEPTc NENT9SHnLLwRNS D1 IGLOMINSUNLESSWO Eo PLOTS I�-11 0 I , i9i�2'1 / BL07 / I UHGERMVEM ENT.MUNE9 ONTMVELED WAYS IN WHICH CAGE THEY SHL WITNSTMD LIi• VNNOMILL X30 LOADING. Z T BUD (,,—P01 V r� I / IS D°UBLE WASHED CRUSHED STONE SHALL BE FREE OF AL.DIRT.DUST AND FINES. W I k' I unAMDGnvr _BEDS TOF•1DxIr BLD6 ,fo II ®" '� / WHERE REMATE NUIIRREnD.CONTRLOTGO FHPILL REMGVE ALL pE .iecOIL ND UNSURPELE p In50 GPDI E TOF.iN.9T OUIK STOP PPNNAL ( _� &L N9ITADLEMATEWALWRHCLEAN COARSE 9ANOFEEFR°MCLAT.FII ESOR uL Q IpO BTN 11in GPGI (2Ia GPO) / T i OTHER UTVSURABLD MATERWL IN ACCOROMCE WITH 31D CMR 15.255p1. RESSURE-°°SED TOF•,D2.S A / /� / p IDISP09AL FIFLO fl51 1£ CON FACTOR SHALLNOTFYDESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN SITE / •/' CONDITIONSFROMTMOSE6HO NPRIORTOCOMINUATONOFWORK TPt �`;I'"^ •' "� / C, Is. PROPOSED PROJECT IS SHOWN AS PARCE ON A95ESSOR'9M_ t- MAP 57 �`\\II( � j ENI9i1N05 INS I Y-,��TFr• Y ' I \ PARCEL' ,AA yC/ ) / ADDRESSF PEfORD: NOIRM STRELTLL SCALRE LIMRFDPMTNERSHIP yL 0oPFSTTE .° 1 BLD3 °9E toB,las s.F: BLD. a, J '' FEAR ••�' J z, OPFIGE „� _-\ / SO No AFIOOO ZOE C HvuunlS MAD2MUNRYPMEL no. _ PEROORATED •:11 F CEING, \ (tiaG Q f.�'.' z IPV PIPE-� `ff%" ° ,ETC \ GPO) '•/Y'� / L- M/ HELD Is. OEEO REFEENCE SERTFICATE ND.,asmx 3 I-- _;It, °I1W CPDI I.- of ID FYw^�l�1, //i` PLNNLREFERENCES!A `` Jj %/J D '. .'BIAS LFn ,' c;(J?' EPPTTICTAx "\\� _ B°- TEST PIT DATA LD:P M i d ! ICOMFucraR To -,a,- // J LC PLAN Ie,.0 TEL BLD ^FRc.a10.9]. I 1'7;:..,I_�:•. CENT:SAmuN Wnn" n. Lc.PLAN]9auB 1 'IAI/^fI s120B'� E GFFICE ° $^ // a LUATOR9°muePw°a J°nma 5. LC.PUw1-1- M TOF•f02.D 1161 GP°) A / /rl/ o OATS: B. 1075 COUNTY COMMISSION—ALTERATION TO PUTNMA AVENUE RECORDED IN PLAN BOOK 293 ON PAGE B2 I ' L• / / /�/ //�' ' •1 J TEST PR a: Au r, FINnTIVE 9000IW9I0N FLAN°F-1 LOCATED In BMn9TAELE-MMSTDHS MRLS BLD 11 V°i /'�j - -1 ELEVTOP= Mrs.,PREPARED F°qR—OPENTY SERWCE9 INC.,-S(AEG'PYTO"INCH, I r h I OFFICE \T os % / YYII PV U0>_G DATED JUNE 2n,1115,MD RECORDED IN Wu'BOOK 518 ON PAGE]5, N30 C�EM I Ia 1 11J5 GPD I �/ / % �.'//h4~' ` O, WnTER• a. 19115TAT—TEMTIOn OFROUTENIFALMOUMROA°I cpvEIT MPl I p' % • 1 X / / rT - _ PERC RATE•�xMIMnaIS A� - D DF PERC= ,. -VISTUR.EDPREASBMLLDERESTONEDTOORICINALCONDmGR. p= 22 PROPERTY LINE INFORMATION IS ON AFFRDAMA E.THIS PLAN 13 M BE USED ONLY FOR KTECREPO. _ .( SEPT HSICSY9TE UPGRADE.JC ENGINEERING WILL NOTM6UME MY LIABILITY FOR USES of -SRNG15 . I,]e GPGI \' `<•2 i / A �J\�� E%NRAL CIA55:90 LINO ER THAN RSINIENOFD PURPOSE 9EIT�C RAKK p I 1 ICONt°'A ° 1 TOF•10205 \T P /�' 1W BU ].THE FOLLOWING OVER-THE{OUNTERVATDMCES ARE EOUE9TED PURSUMTTG BOMO I VENFYI MV.OUI EL O �_`, OF HEN.M DECISION OFNOVEMBER 16M,2B01 I c A 191.94'1 1 �DICca'. / / - Fl0 (1.)A11A•VARRMCE N.1-3.0'I FOR THE DEPTH OF COVER OVER INS PROPOSED SEPTIC ® FUTURE SYSTEM (2)A LS VARIANCE N.9'-2.P)FORTHE OE-I OF COVER OVER THE FNOPOSEO PUMP 21' 9B.6S (:HMIBE0. //®`\lP _ A S NDERGR°NDUTILITY LOGTONS SHOWN ON THIS PLAN ME MPR--G ONLY.THE / tn• sILMY SRESPGNSIBIEFORLOGTIxGALLUTILInESPNORTOSTMTING r'A�O R CONSTRUCTION. MYRL52m ,S MINIMUM REQUIRED 1n9PECTICnS • sA//,,�I11'.� C /" j/ % so NEC ESSMYINSPECTDHG AH=R CENTFIGTIOHS RECURRED BY CO0E4 PN I 1\/ UTI D LITY MP o1ES SHALL BE PERFORMED.R IS THE ESPONSIBNTYOFTNE C N RT NOTIFY THE INSPECTING aUMORRY ATTHE PROPERTIMES, I ` - _ / _- C SM9 2�NOPFn"ILE INSPECTION OF THE M LFACHWG FAMD TMH9 WILL OEREouIRfO. - LEGEND % m3�•' `/ 4`�. ',r fAd u:1 �'°o`e 1� °t � � F,•, 'w'a�^'°r an NSPECnOOFTHE1 CHNGAEAPNDRTOPLACNGPEASTONEWILLBE VMPTEST9 `/1��/1 120' sOBS EDDIED. , (_U`) ACTUAL ELEVATION AGBUILr a.TNEP % v 1P l p ` 4 e''• TEST PIiFNo HALLEE Pol—EONPRESENCEOF ENOIEERNOAnOHEALM HOSPRAL E I A - %ISTNG CONTOM y+�3� .�� !_ nB 1 �'S ®,) INSPECTOR. I 1 Ix 01 `V^ I O PRO PROPOSED SPOT GRADES ri'' }] FLEvwATER•2 E FUTURE SYSTEM CBION v POSED coNTOUR k LOCUS C' �{ lr/`(^� PERC RATE• nIA IPNISEIII FND —ERA FASTING ELECTRICAL U1111TE9 V Z pEPiHDFPERG•NIA —r,Aa—FASTING GA5I NE /�? TE[rvRAL CL,9s• w. '1PpD. DESCRIPTION xY� ex 9nnc TERune P 0 Y� 1 1 �f�'-�L" T "AS-BUILT"SEPTIC SYSTEM oo PROPOSEDK30150DOALSEPRCTANK rtl�`�lA?� Fo ! B !'HASEPISHEET 1 OF TEST PRIOGTIDN ( ll 1 PREPARED FDA,' ! �- s P 1 w� ° "•.d+ Bar AS BUILT; HOLLY MANAGEMENT 00 ROPDSEOK10200DGALPUMPCHMIBER ID�PIPE s.STNOSEPTICTMN I ` I T •p.B 1 , , �t{}.1��' �• 10� 99.2D PLAN soLFGeowcPEssuRe lATeFx RPE O EASTINc SEPTIC LEACH Prtavunox fj�l "'� n I ��r J..S '"an2�'ii �'1 i1 WINDMTE ILLSOUARE _ / PER RAi O APPROAMATE UNLESS FRAME MD COVER e• � " i 31• S1ov BSAS `'f �^• F!J SOIIO wCPNE59URf PIPE SHOWNTO--EON ) }E Y I \F,j `� 3821 FALMOUTH ROAD ' ------_ SOLDPVCPESSUREMPNSCLD `Js O °a--"1 / 1 .., sa YCo ��- MARSTONS MILLS,MASS. ! Ew51NS ---- ORATE D PVCVENTPPE O M cEXIST1oVERTOSMnEIRON FRAME 10 PERF v pATE,I01Y 1930 WELL IOn SIXIDPVC VENTPIPE O E%STINO GT.MURN 1� -1' �1 f I � ff -gym r •'per ° EPME ---Fu<� PROP09ED ELECTRCLIME PPIF—ORECK.LFAOHPR ILOGnDN ) 1 f�Z �• ° JC ENGINEERING,INC. S—TDstiDe onsxFwn)eAND covER 1• `L lsf��)r' u (!( Mom in 2854 CRANBERRY HIGHWAY SITE PLAN ID covsenrocRnos ROM RAMF AnD LOCUS PLAN nnE9 PeRM EAST WAREHAM,MA 02538 SCALE:r•0 508.273.0377 90.)O B'-0' yam• g�• BEDROOM �' o BATH ? '0Q' Y Ig ;o: TYP.ABU66 BASE r-s' tom• OFo NPUFT 2300J 1__--_E] = UNIT � a I ? GRADE ® 0 BEDROOM W . KITCHEN/ ❑ V DINING LN ❑ - ••° .° I C I b 4-2CIO'e PT 3 O T I tNoe�b rmu noon � 4 ,°�•°. Aa P T I 4 r�u coon _ 3'�• �_ �c 2-2C10'e PT 3'-6' .°p. PROPOSED SECOND FLOOR PLAN UNIT 02 PROPOSED LANDING FRAMING PLAN LANDING FOOTING DETAILS TYPK.AL PARTY WALL CONSTRUCTION: 2 LAYERS OF 5/S'(TYPE X)DRYWALL 2X4 STUDS r 16'o. ^ SOUND BLANKET R21 BATT INSULATION U2'SOUND BOAR SOUND BLANKET RZI BATT INSULATION 2X4 STUDS-16'o. 2X4 BOTTOM PLATE -- 2 LAYERS OF 5/S'f7'1'PE XJ DRYWALL - BASEBOARD 1 cF EXISTING SECOND FLOOR PLAN P 2x4/PARTY WALL DETAILS ' a 4 BUILDER JOB ADDRESS DESIGN •I HOLLY MANAGEMENT 3821 FALMOUTH ROAD UNIT 9 CD n n DATE REVISION DRAWN BY PAGE SCALE TOM QUINN RENOVATE C✓l�/�ado"o EmEsl�OVsocom 2-10-11 • ,1B �? � v4°.I'-0• Jib U�slg/ns (WINDMILL SQUARE) m-� •^-aF VRaum+ae�v®�wo��+ . MARSTONS MILLS,MA. zI r wo w,� "T Nvr eE w r�+m�t see�ee w,n�eiorx cowma+e amp'�r.e� w " e wrnaa�n`es °a°n` rancor se °�uw+r�CuwNe eaHenaicrmra pprer�e oc eeennaaafow.vearr oeer�oe'w�ocx e,rm�a. urrN iar.LL orrr�.va am.oar,ar�oxs. .�raiae+raeeerst core e300J 494-W-94 �XISTI �� .: ■■■ ■n' �■■■ ■■■ ■n ... III iQl _ �X I S T I N C� �■�_ ■n ■�■ ��� ON - u ■u u■ �■■, in i■u Ion ME ■■� -- ■�� -d ■■ fin _' ININ ■n i= ■■■ III �u uff - ,- NIIIIIIiIII pm - �., - -- - .?+•tif a'-'�.__ `�i'.:r?%�. — � ..?.�. .�. J� - L�.i ��Jyl Jyl,. _ J ��J� '� I ._� .r,""c.':Rlpti:5�te.._a rc _��.ta..� ,<•:. :p �- '�sr. :`.� ac— :�c_'.gr..r- .Fa. :i•s..-� _ ;�,', �J�' �", -:�i<.: t<., _ �'•'�G"^ � � .;' - � - Y. _YF. Y! lQ 11 lQ-_ _Vf.Y:,I��' -j� y'"..Y'1q}�� •VDU:'i _y.. Y _ .rl.. ■ .i:S.r. .��l�r.'.h..!\I.r__.1.M�'h..3�1/.._ ..�yu.._t. _1.. r-br ..J.. :{�'�' {v .r;v';Y — •' • .�•":✓t v l�tly�r J"lr��• � juee:' - / -�r•r-5- i:C?•:' S#. ,JC' ..fm:,•:t .•->! _—'—_--'�..•_ TAP yc .':v1� .,.. ,n.. :�', — ON h9.[ cue �'� lc 11 �rk�• s�— --T Y' ` }, ::•mac.. ..�. - - -- - Tay - — ___ -.i�IV .L_ �� :J'L/tJ•LY l� 'J'L J'L -J'LC �'�Lr'J�Lr i. .L(':.._ ..:c_'.'�Q�::-c•- l2'.._•i.[.,�,.~.�' m Fx.�•..�s .._fit<•. ♦ ::•�. ' 111 a.. d l��-- .ice':'`.t< •Pv'.__—_� l eft - :�- _��s �r L !'r v .r z .r� :"� _ :•Y Y:•Y'S"�-Nb!.-_7 til;�:� `.._.—�!„=?.-.,.,'!.�..,:5!.�.-.?.::...:-?-...-5=:..-y-'•—_—_ �h� __y_ � l JY. l :f l .J l J lr J lr .r�. e t .r.� .J l � '�. ..� .., -.,. ,� <p-Y--`:` • - �'Y..._ .Y•::-.-ice'^?_"-rY:.'S.r:"t .�5:,,.c•.�- � ry,., .[_ lr•�>•i<,."l5.-��s'co--t •-airs: Vic.._ __ .c£._:o�&._ ..�._.}..F_...��:.,•',.. .,�.c�•. —.it:-ra '4 . "<r��-.r ,.. _ _ �� � � __y..� '<'_1_y1 r'"hr�:J'0 .J'1r:36-:J'l .'l'l 'l%� o--�—— ----_—_—_�___--�-- ---�=S __�e_e_— a ���_— � �——�e e�—����—�'Y L---_�1C�OfLL��•��5—•—�_�� CT�_— —.i_Y��Y��v -- —__—C.■�_— — — _ L Se—__ ----_—__---_ — —_—_�_ --�=�_=—re_r _-- -_ =--r____ a--==— — --=--— _-- --_ --- — _ e=e_— — o — __—_n——_'=wr•--—�—����c. -- -- — — — — — — — r_ _ __ —____---_—___--=—o_—=—_=vr_a— �=—r=—r_�_==—r= _ _a--r--= ---------- --r—_e __— --- — - _—� �— — —_— - - ----- —_— — — — — — EMXLDER JOB ADDRESS TOM ROAD _ENOVATE CIJC(/Cl/.JNOD�S/C (WINDMILL SQUARE) - = rye MARSTON5 MILLS,MA, �- 3821 Falmouth Road septic flows 1/4/2017 Summary by Down Cape Engineering, Inc. EXISTING Building# Use First floor SF FF flow 2nd fir SF 2nd Floor Flow Existing Total Flow 1 Animal Hospital 1306 434.0 904 66.3 500.3 2 Aztec Repro (mixed)' 1026 7.7.5 780 58.5 136.0 3 Tanning/Office 1156 72.3 1156 86.7 159.0 4 Office/mixed 2199 275.0 1320 99.0 374.0 5 Quick Stop (retail) 1391 70.0 1391 104.3 174.3 6 Pak Mail (retail) 1890 95.0 1890 141.7 236.7 7 Windmill (retail) 1154 132.0 1154 87.0 219.0 9 Office 1158 87.0 1158 87.0 174.0 10 Office . 1070 80.0 1070 80.0 160.0 11 Office 899 67.0 899 67.0 134.0 Total: 1389.8 GPD Total: 877.5 Total: 2267.3 GPD Note:Animal hospital is changing from kennels to office visits,from 50gpd/kennel to 75 gpd/1000 sf. Site is not within a Zone II. All second floor spaces currently office use PROPOSED: No kennels in Bldg 1 and replace office with two 1 bedroom dwelling units on 1st and 2nd floors of Bldg 9 PROPOSED 1 Building# Use First floor SF FF flow 2nd fir SF 2nd Floor Flow Proposed Total Flow 1 Animal Hospital 1306 97.5 904 66.3 163.8 2 Aztec Repro (mixed) 1026 77.5 780 58.5 136.0 �/A f 3 Tanning/Office 1156 72.3 1156 86.7 159.0 Cj 4 Office/mixed 2199 275.0 1320 99.0 374.0 NO '' �.5 1391 104.3 174.3 Quick Stop (retail) 1391 70.0 6 ' Pak Mail (retail) 1890 95.0 1890 1 6.7 lv-1 7 Windmill (retail) 1154 "132.0 1154 87.0 219.0 yCP-1 9 Residential 1158 220.0 1158 440.0 10 Office 1070 80.0 1070 80.0 160.0 11 Office 899 67.0 899 67.0 134.0 Total: 1186.3 GPD Total: 1010.5 Total: 2196.8 GPD V A JCE#512 -Windmill Square, 3821 Falmouth Road, Marstons Mills, MA Date: 12-4-14 Summary of Wastewater Flows (LANDCOURT LOTS 1 & 2) Existing Proposed Building Description Flow d Description Flow(qpd) 1 Animal Hospital 500 Animal Hospital 300 2 Aztec Repo. 136 Aztec Repo. 136 3 Tanning, Office, etc. 160 Tanning, Office, etc. 160 4 Dunkin Donuts 459 Dunkin Donuts 385 5 Quick Stop 174 Quick Stop 174 6 Pak Mail 236 Pak Mail 236 7 Windmill 219 Windmill 219 8 Bank . 291 Dunkin Donuts 565 9 Office 174 Office 174 10 Office 161 Office 161 11 Office 135 Office 135 Total = 2,645 gpd Total = 2,645 gpd Total Wastewater Flow for LANDCOURT LOT 1 = 565 gpd Total Wastewater Flow for LANDCOURT LOT 2 = 2,080 gpd Total Wastewater Flow for LANDCOURT LOTS 1 & 2 = 2,645 gpd 3821 Falmouth Road septic flows 1/4/2017 Summary by Down Cape Engineering, Inc. EXISTING Building# Use First floor SF FF flow 2nd flr SF 2nd Floor Flow Existing Total Flow 1 Animal Hospital 1306 434.0 904 66.3 500.3 2 Aztec Repro (mixed) 1026 7.7.5 780 58.5 136.0 3 Tanning/Office 1156 72.3 1156 86.7 159.0 4 Office/mixed 2199 27S.0 1320 99.0 374.0 5 Quick Stop (retail) 1391 70.0 1391 104.3 174.3 6 Pak Mail (retail) 1890 95.0 1890 141.7 236.7 7 Windmill (retail) 1154 132.0 1154 87.0 219.0 9 Office 1158 87.0 1158 87.0 174.0 10 Office 1070 80.0 1070 80.0 160.0 11 Office 899 67.0 899 67.0 134.0 Total: 1389.8 GPD Total: 877.5 Total: 2267.3 GPD Note:Animal hospital is changing from kennels to office visits, from 50gpd/kennel to 75 gpd/1000 sf. Site is not within a Zone II. All second floor spaces currently office use PROPOSED: No kennels in Bldg 1 and replace office with two 1 bedroom dwelling units on 1st and 2nd floors of Bldg 9 PROPOSED Building# Use First floor SF FF flow 2nd flr SF 2nd Floor Flow Proposed Total Flow 1 Animal Hospital 1306 97.5 904 66.3 163.8 2 Aztec Repro (mixed) 1026 77.5 780 58.5 136.0 3 Tanning/Office 1156 72.3 1156 86.7 159.0 4 Office/mixed 2199 275.0 1320 99.0 374.0 5 Quick Stop (retail) 1391 70.0 1391 104.3 174.3 6 Pak Mail (retail) 1890 95.0 1890 141.7 236.7 7 Windmill (retail) 1154 ".32.0 1154 87.0 219.0 9 Residential 1158 220.0 1158 220.0 440.0 10 Office 1070 80.0 1070 80.0 160.0 11 Office 899 67.0 899 67.0 134.0 Total: 1186.3 GPD Total: 1010.5 Total: 2196.8 GPD 5/11/2021 ShowAsbuilt(1700x2200) TOWN OF BARNSTABLE LOCATION 3fa_4 rkLovh..tS'14—ilq 1 SEWAGE# ` VILLAGE LUYV.4'(ASSESSOR'S MAP&/PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY (czb .ti(, �(Z;�ty(j� ������ ,�. • LEACHING FACILITY:(Type) i�int�4t— (size) •) x H 173X�42 Ns'�'8F.88DB96Ms,I>r�i'��r OWNER.Let.L—( r`Q4i(alcrNl�N��G�L�TQ ti'�,4�fA Lri'(Cr►1'i PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility ..J- Feet Private Water Supply Well and Leaching Facility(If any wells exist an site or within 200 feet of leaching facility) Feet Edge of Wctland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY ,r/. Fo1 yiy.7 AO/se, � yr t A B n ul.L e /so.tC � c✓��k G� O13 r S`G 9a E17 1 y' rt�' yoG' 16' https://itsgIdb.town.barnstable.ma.us:8431/Home/ShowAsbuilt?mp=057004&sq=2 1/1 McKenzie, Marybeth From: McKean, Thomas Sent: Tuesday, November 21, 2017 9:39 AM To: McKenzie, Marybeth Subject: RE: New Chocolate facility in Centerville (old Lollicakes) Thank you Marybeth. Bathrooms cannot be shared with another business unless: -the applicant requests a variance/permission from the Board in writing; -the restrooms will be open at the same time the business is open. From: McKenzie, Marybeth Sent: Tuesday, November 21, 2017 9:14 AM To: McKean, Thomas Subject: New Chocolate facility in Centerville (old Lollicakes) Tom, Chukaulati is the new chocolate retail/food establishment going into the old Lollicakes. Quick question.They have one bathroom in the basement the second one was capped off at some point, they didn't do it, but there are 2 bathrooms that are in the common hall.They are used by Quick Mart and the Chukaulati place was told that they would be using them too. Would that be Ok if they share the bathrooms and just have the one in the basement or should they put the fixtures back in the bathroom that was capped off?They will not be having any seats. Please advise and thanks. 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