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0026 JOHNSON LANE - Health
rpc--e—!nte Johnson Lane rville P A = 193 041 a F A 0)xr-fl-ord, NO. 152.1« ORS, I 4 , T Aim r i 1 Town of Barnstable Barnstable Board of Health AlAmi me • aARNSTAsr.e, y Muss. $ 200 Main Street,Hyannis MA 02601 i639• �0 QED I+IA'�A 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi June 28, 2016 Mr. Shawn Maclnnes, P.E. P.O. Box 1182 East Sandwich, MA 02537 RE: 26 Johnson Lane, Centerville,MA A= 193 - 041 Dear Mr. Maclnnes, You are granted variances on behalf of your clients, Brian and Valerie Jansson, to construct a replacement onsite sewage disposal system at 26 Johnson Lane, Centerville, Massachusetts. The variances granted are as follows: ,Section 360-1, Town of Barnstable Code: To construct a soil absorption system 49 feet away from the edge of the wetland located adjacent to the road (westerly from this lot), in lieu of the minimum 100 feet separation distance required. Section 360-1, Town of Barnstable Code: To construct a soil absorption system 72.4 feet away from the edge of Wequaquet Lake, in lieu of the minimum 100 feet separation distance required. Section 360-1, Town of Barnstable Code: To install a septic tank 68 feet away from the edge of Wequaquet Lake, in lieu of the minimum 100 feet separation distance required. Section 360-1, Town of Barnstable Code: To install a septic tank 95 feet away from the edge of a wetland located adjacent to the road (westerly from this lot), in lieu of the minimum 100 feet separation distance required. Section 360-1, Town of Barnstable Code: To install a pump chamber 80 feet away from the edge of Wequaquet Lake, in lieu of the minimum 100 feet separation distance required. Q:\WPFILES\26Johnson Lane Variances Maclnnes Jansson 2016.docx t Section 360-1, Town of Barnstable Code: To install a pump chamber 80 feet away from the edge of a wetland located adjacent to.the road (westerly from this lot), in lieu of the minimum 100 feet separation distance required. 310 CMR 15.211: The soil absorption system will be located 5.6 feet away from the property line, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.211: The soil absorption system will be located 11.8 feet away from a catch basin, in lieu of the twenty-five (25) feet minimum setback required. 310 CMR 15.211: The soil absorption system will be located 7.2 feet away from the foundation slab of the "shed," in lieu of the ten (10) feet minimum setback required. The variances are granted with the following conditions: (1) The system designer shall strictly adhere with the conditions as listed within Section VI, page 9 of the Department of Environmental Protection's approval letter to Bio-Microbics Inc. entitled Certification for General Use dated March 20, 2015. (2) The system owner, company, and installer shall strictly adhere to all applicable conditions contained in the Department of Environmental Protection's approval letter to Bio-Microbics Inc. entitled Certification for General Use dated March 20, 2015. (3) No more than four (4) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (4) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to four (4) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. Q:\WPFILES\26 Johnson Lane Variances Maclnnes Jansson 2016.docx r (5) The system shall be installed in strict accordance with the revised engineered plans. (6) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans. (7) The wastewater effluent shall be tested quarterly for the first two years of operation for nitrates, TKN, pH, CBOD, TSS, TN, and alkalinity. (8) The applicant shall submit a copy of the signed two-year Operation and Maintenance Agreement (O&M) between the contractor and the homeowner to the Board of Health. The engineer or O& M contractor shall conduct inspections to the VA system quarterly for two years and may come before the Board of Health after two years to request a review. These variances are granted because physical constraints at the site severely restrict the location of a soil absorption system due to its close proximity to wetlands adjacent to two sides of the property. The proposed septic system is designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sin 1erely your , V\Ayne ' ill . Chairm Q:\WPFILES\26 Johnson Lane Variances Madnnes Jansson 2016.docx 1 t OptHE Tp� DATE: �0.� � FEE: BARMASS.I E, T' A33. Qj i639• ��� REC. BY aTED�AAt a Tfvn of Barnstable SCHED. DATE: ,-,-. Board of Health Cn 209 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 JunichiSawayanagi Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: 26 J OF{&)sr),y LA u- , 064-1�V!LLC Assessor's Map and Parcel Number: 193 l oq � Size of Lot: Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME:3E}AWtJ M/VtT,vvcS 1 QC- Phone S6j-O ^Z7 26V Did the owner of the property authorize you to represent him or her? Yes ✓ No PROPERTY OWNER'S NAME CONTACT PERSON Name: Q21Ap V/JlEaIC JANSSU Name: SHAt,-P&J I"IAc ,uac'SI�t 76 8&)r III;Z Address: "PtOLE ?AnA ��u�'Z`I� t'�� Address: Q sl- SANDW\C4 l � A Ons> .� Svv-2>`i '2G 91 Phone: Phone: I�q w MAc1,WvES Cv J Su(,T 1 A1G, �UY� VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) I n L 19 �1rly� NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System Stte�) sin Checklist (to be completed by office staff-person receiving variance request application) / S Please submit copies in 4 separate completed sets. Four(.41jopies of the completed variance request form ✓ Four(#) opies of engineered plan submitted(e.g.septic system plans) ✓/ Complet seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian Four( opies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _✓ Signed letter stating that the property owner authorized you to represent him/her for this request J� Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee only], outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) _ Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BAJ9P9B7\VARIREQ.DOC I I � ' I { � 1 ... _ .� r \ CO Ln - -- --�-�-----' cal - - - -_ -- - - - -- -- - i r -- - .I I T , I U - - Q ! Ii- cg O O ! - ,Jz O I ' 1 ,I1 w c� 1 a cn I ! V ! NEW GARAGE _REMODEL_FO BR IAN & VALE RIE JANSSON ° Q 26 JOHNSON LN. CE NTE RV IL E, MA. 8th EDITION MA55ACt1U5ETT5 BUILDING CODE ;! MA55 VER5ION OF WFCM 11 O MPh EXPOSURE B CHECKLIST_ I W! O SUMMARY OF CONSTRUCTION REQUIREMENTS ( n O Z 1.)5TANDARD RAMING CONNECTION REQUIREMENTS. REFER TO V,TCM GUIDE G.)ROOF-F _'G REQUIREMENTS: ! O ..- -- .' - _. .....__ . - .._.. ._..._ 2.)TABLE 2 FOR W`CM MANUAL. REFER TO TABLE 2 FOR NAILING REQUIREMENTS P.AFTFR CONNf- N TO THE TOP PLAT QUIRES 51MP50N H-I O OR H-14 HURRICANE CLP5 CN EVERY RAFTER.H- r•,, 3.)ANCMOP.BOLT RE.QUIREMENT5: CLIPS CAN BE USE BLOCKING 15 INSTA -VJEIN RAFTER BAY5 AT THE PLATE 1"0 RESIST SHEAR ANU W 5/8"BOLT5 SFACEO 48'C/C WITH MINIMUM EMBEDMENT7 OF "INTO CONCRETE.ADDITIONALLY,A BOLT MUST BE PLACED LOADS.ALL CLIPS TO STALLED WITTi SR.IPSON. � BETWEEN G"AND 1 2"OF EACH CORNER.ALL PLATES TO BE CONNECTED USING 3'.3"x 1/4'SQUARE PLATE WASHERS. COLLAR TIES ARE REQUIRED IN THE UPPER THIRD OF THE ROOF HEIGHT ON EVERY RAFTER CONNECTION OR USE N 4.)FLOOR CONSTRUCTION NT5: 51MPSON LSTA 18 STR KEQUIREME APS ON T ROOF SHEATHING ACP055 RIDGE ON EVERY RAFTER NAILED IN ACCORDANCE .. .. FLOORWITH SIM1iPSON REQUIREMENTS. i i to FIRST TWO JOIST BAYS ON EACH FLOOR TO BE BLOCKED WITH 2x LUMBER 4'ON CENTER FOR THE LENGTH PA THE JOIST. SHEATHING TO BE NAILED U51NG 8D OR EQUIVALEN NTER AT THE EDGE5,6'ON CE E FIELD. SHE TO BE NAILED IN ACCORDANCE WITH TABLE 2 18D NAILS,6"SPACING AT THE EDGES-AND 12°SPACING IN Zit` BLOCK BETWEEN RAFTERS AT SHEATHING EDGE5 TO MAINTAIN NAIL SPA -A -E BAYS, p THE FIELD).BLOCK SHEET EDGE5 W/MINIMUM 2x4 BLOCKS TO ALLOW 6"SPACING TO CONTINUE ACROSS JOIST BAYS. 5.)EXTERIOR WALL REQUIREMENTS:_ 7.)LIMITATIONS AND CONTRACTOR P.E5PON51BILITIE5: OI ........... -.. _..... .._..... w1 Q ALL EXTERIOR WP.LL STUDS TO BE 2xG, 16"ON CENTER THE DOUBLE TOP PLATES ON THE EXTERIOR WALL5 TO HAVE A THE CONTRACTOR MUST REFER 10 THE TABLES AND FIGURES WITHIN THE WTCM I 1 O MPH EXP05URE 8 BOOKLET FOR s� MINIMUM SPLICE LENGTH OF 4 FEET AND 5PLICE5 TO BE NAILED WITH 12-IGD NAILS IN ACCORDANCE WITH TABLE G IN THE ILLU5TRACTION5 AND REQUIREMENTS DISCUSSED WITHIN THIS SUMMARY.ALL CONNECTIONS AND NAILING MUST MEET ------`--"-`-- -` WFCM 1 10/5 BOOKLET.NAIUNG OF PLATE5 TO 5TUD5 TO BE WITH 2-I GO NAILS.THE BOTTOM PLATE TO FLOOR BOX THE REQUIREMENTS HEREIN AND AS ILLUSTRATED IN THE BOOKLET IN ORDER TO BE IN COMPLIANCE WITH THE BUILDING SCALE: NAILING 15 3-1 GO NAIL5 PER FOOT. CODE.THE CONTRACTOR 15 RESPONSIBLE TO ENSURE ALL CONNECTIONS,NAIUNG,AND ANCHOR BOLTS ARE V1515LL TO ""--""--- FOR ALL DOOR AND WINDOW OPENINGS,MULTIPLE KING STUDS ARE REQUIRED.FOR OPENINGS UP TO 4 FEET WIDE,2 THE INSPECTOR AT THE TIME OF THE FRAMING INSPECTION5/FOUNDATION INSPECTION,THE CONTRACTOR MUST 1/4"- F-0" KING STUDS ARE REQUIRED,FOR OPENINGS 5 FEET TO 9 FEET WIDE,3 KING STUDS ARE REQUIRED. REFERENCE THE SIMPSON STRONG TIE C-2008 CATALOGUE FOR ALL STRAP,HANGER,AND TIE INSTALLATION ---------------� • REQUIREMENTS AND LIMITATIONS.THIS DOCUMENT AND THE ATTACHMENTS AS WELL AS A COPY OF THE WFCM BOOKLET DWG.NO.: FOR SHEAR AND UPLIFT CONNECTION OF THE SHEATHING,THE SHEATHING 15 TO BE NAILED G'ON CENTER AT THE EDGES MUST ACCOMPANY ALL 5ET5 OF PLANS 5U51,11TTED TO THE BUILDING DEPARTMENT AND ISSUED TO THE - AND 12"ON CENTER IN THE FIELD FOR ALL SHEATHING.ALL NAILS ARE TO BE 8D OR CONTRACTOK5UBCONTRACTOR5 UNLE55 7HE PLANS ARE UPDATED WITH NOTES AND DETAILS THAT REFLECT THE T EQUIVALENT GUN NAILS.ALL EDGES MUST BE BLOCKED AND 2x4 MIMINUM BLOCKS AT PANEL EDGE5 TO ENSURE REQUIREMENTS STATED IN THIS DOCUMENT AND ATTACHENIENT5.SPACING 15 MAINTAINED BETWEEN STUD BAYS.IN ORDER TO ELIMINATE THE NEED FOR 51EEL STRAP 11ES AND HOLD1 DOWNS PER THE WFCM MANUAL,SHEATHING MUST BE INSTALLED IN ACCORDANCE MTN NOTE 4 ON THE MA55 rigl CHECKL15T.TH15 INCLUDES U51NG FULL 5HEET5 OF SHEATHING RUNNING FROM THE PT PLATE AT THE FOUNDATION UP TO AT LEAST 2 INCHES INTO THE SECOND FLOOR BOX. 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Pos9in p`ti ,910 i_t G Certified Fee l Postm Return Receipti Fee orsemntRequ(End red) 7�He C CI Restricted Delivery Fee O (Endorsement Required) OW Q r- Tot.,- N 0 13%dUi 6A ru ! $6.47 z2- sent JENNINGS,JOSEPH ra sbeei 92 WALNUT STREET E3 or PO MIDDLEBORO,MA 02346 Crty Certified Mail service provides the following benefits: A Certified Mail receipt(this portion of the mailpiece;include applicable postage to Certified Mail labaq. Icover the return receipt service fee;and ■A unique identifier for your mailpiece. endorse the mailpiece"Return Receipt '■Electronic verification of delivery or attempted Requested,"or see a retail associate for delivery. assistance.For an electronic return receipt, ■A record of delivery(including the recipient's see a retail associate for assistance.To signature)that is retained by the Postal L;receive a duplicate return receipt;present ' Service®for a specified period. this USPS®-postmarked'Certified Mail .µ - receipt to the retail associate,who will Important Remiride'rs: provide a duplicate return receipt for no You may puictiase Certified Mail service-with - additional fee. ,First-Class Maii®,First-C®ass Package •-; -Restricted delivery service,which provides Service ,ar Priority Mail service. t -* delivery to the addressee specified byname, ■Certified Mail service is notayailable for; i.1,,: or to the addressee's authorized agent. international mail. (1f{i,•: �. Include applicable postage to cover the ■Insurance coverage is notavailable for restricted delivery fee and endorse the purchase with Certified Mail service.However, ': mailpiece"Restricted Delivery,"or see a the purchase of Certified Mail service does not retail associate for assistance. change the insurance coverage automatically ■To ensure that your;Certified Mail receipt is Included with certain Priority Mail Items. accepted as legal proof of mailing,it should •For an additional fee,you may request the bear a USPS postmark.If you would like a following services: postmark on this Certified Mail receipt,please Return receipt service,which provides you present your Certified Mail Item at a Post with a record of delivery(including the Office"for postmarking.If you don't need a recipient's signature).You can request a postmark on this Certified Mail receipt,detach hardcopy return receipt or an electronic the barcoded portion of this label,affix it to-the' version.For a hardcopy return receipt, mailpiece,apply appropriate postage,and complete PS Farm 3811,Domestic Return deposit the mailpiece. Receipt,•attach PS Form 3811 to your IMPORTANT,.Save this receipt for your records. as Form 3800,July 2014(Reverse)PSN 7530-02-000.9047 . r r- _n —00 Certified Mail Fee Sd ru $ , Extra Services&Fees(check bar,add fee p ttK rt ❑Return Receipt(hardcopY) $ O ❑Return Receipt(electronic) $ 910 Z ,Postmark N C3 ❑Certified Mail Restricted Delivery $ f Here, 0 0 [-]Adult Signature Required $ hYl� C []Adult Signature Restricted Delivery$ Y Postage $0.4 7 _n Tot N ,_ 6 j � se SIMONELLI, BARBARA E 0 36 JOHNSON LANE ...............Str CENTERVILLE,MA 02632 _____________ ai Certified Mail service provides the following benefits: ■A receipt(this porttbn of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipients retail associate. signature)that Is retained by the Postal Service'" Restricted delivery service,which provides for a specified period. delivery;to the:addressee,specified by name,or to the addressee's authorized agent. Important Reminders. Adult signature service,which requires the ■You may purchase Certified Mail service with signee td be at least 21 years of age(not First-Class Mail®F t-'ClassiP.,ackage Service®; �-* available at retail). or Priority Mail®service. (01 (If,-Adult signature restricted delivery service,which ■Certified Mail service is notavailable for requires the signee to be at least 21 years of age International mail. and provides delivery to the addressee specified ■Insurance coverage is notavailable for purchase„Ot by name,or to the addressee's authorized agent with Certified Mail service.However,the purehaseL)t (not available at retail). of Certified Mail service does not change the'"' ■To ensure that your Certified Mail receipt is insurance coverage automatically included with accepted as.legal proof of mailing,It should bear a certain Priority Mail items. ' USPS postmark.If you would like a postmark on ■For an additional fee,and with aproper this Certified Mail receipt,please present your - endorsemerri oh the mallpiece,you may request Certified Mail Item at a Post Office'for the following services: postmarking.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). of this label,affix it to the mallpiece,apply You can request a hardcopy return receipt or an- appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt attach PS Form 3811 to your mailpiece; IMPORTM.Save this receipt for your records. Ps Form 3800,April 201 s(Reverse)PSN 7530-02-000.9047 Postal CERTIFIEDI o . ■ o- Domestic Mail • O n, .CE k ,. 2s m _ P � Sds� '640 m Certified Fee t Ya. Poatrn p Return Receipt Fee '` 9�QZ Wer• O (Endorsement Required) $U. ,� O 0 Restricted Delivery Fee �rPt C ("rsement Required) N $i J, Total Poetaae&Fwwa t 1U1 ft �N.� N $6.47 Sent T SCROCZENSKI,ROD T&COLLEEN 3&Wai 14 JOHNSON LANE 0 or PO �` c---m CENTERVILLE,MA 02632 ,_________ Certified Mail service provides the following benefits: •A Certified Mail r-ceipt(this portion of the mailpiece;include applicable postage to Certified Mail label). cover the return receipt service fee;and •A unique identifier for your mailpiece. endorse the mailpiece"Return Receipt •Electronic verification of delivery or attempted Requested,"or see a retail associate for delivery. assistance.For an electronic return receipt, is A record of delivery(including the recipient's see a retail associate for assistance.To signature)that is retained by the Postal ; i�S'Ireceive a duplicate retutn.Fec'elpt;l present Service®for a specified period, this USPS®-postmarked Certified Mail receipt to the retail associate,who will Important Reminders: provide'a duplicate return receipt for no •You maypurchase Certified Mail service With r•: additional fee. First-CI®ss Mail®"First-C®ass Package Lr,i•�' Restricted delivery service,which provides Service ,or Priority Mail service., ,00, 1� delivery to the addressee specified by name, ill Certified Mail"service is not available foQ(t (It or to the addressee's authorized agent. T international mail. is Include applicable postage to cover the •Insurance coverage is not available for�- •U V restricted delivery fee and endorse the purchase with Certified Mail service,Howeverl_1�' mailpiece"Restricted Delivery,'or see a the purchase of Certified Mail service does not retail associate for assistance, change the insurance coverage automatically ■To ensure that younCertified Mail receipt is included with certain Priority Mail,items. accepted as legal proof of mailing,it should ■For an additional fee,you may request the bear a USPS postmark.if you would like a following services: postmark on this Certified Mail receipt,please -Return receipt service,which provides you present your Certified Mail item at a Post with a record of delivery(including the Office"for postmarking.If you don't need a recipient's signature).You can request a postmark on this Certified Mail receipt,detach hardcopy return receipt or an electronic the barcoded portion of this label,affix it to the version.For a hardcopy return receipt, mailpiece,apply appropriate postage,and complete PS Farm 38111,Domestic Return deposit the mailpiece. Receipt,attach PS Form 3811 to your IMPORTANT:Save this receipt for your records. PS Form 380%July 2014(Reverse)PSN 7530-02-009-9047 I N �a ti " ?+ Im —00 Pos qe $' 2-70 Ln Sash i Certified Fee $i-•i_iC_i ` 0L tp Postmark C7 Return Receipt Fee •()j) ,H�1ere (Endorsement Required) N 910Z L l AN y Restricted Delivery Fee Z (Endorsement Required) a� C3 co Total 91— •_ __ @ / ru GRIEP4&yAN S senr 9 JOHNSON LANE r-q svee CENTERVILLE, MA 02632 ----------- O or PCL M City ----------- --- — Certified Mail seiyice provides the following benefits: ■,A Certified Mail receipt(tbis portion of the mailpiece;include applicable postage to Certified Mail label). cover the return receipt service fee;and ■A unique identifier for your mailpiece. endorse the mailpiece"Return Receipt .. r Electronic verification of delivery or attempted Requested,"or see a retail associate for delivery. assistance.For an electronic return receipt, •A record of delivery(including the recipient's,, see a retail associate for assistance.To y signature)that is retained by the Postal _ 1;fecei*a duplicate return'receipt;present Service®for a specified period. this LISPS®postmarked Certified Mail receipt to the retail associate,who will Important Reminders: provide a duplicate return receipt for no ■.You may,purchase Certified Mail service with:µ additional fee. First-Class Mail®;first-Glass Package `: Restricted delivery service,which provides Service®,.or Priority Mail®service. -'I*•: ■Certified Mail service is notavailable for: '.,tit delivery to the addressee specified by name, or to the addressee's authorized agent. international mail. ;:It),>Z!r Include applicable postage to cover the ■Insurance coverage is not available for ;; ,. restricted delivery fee and endorse the purchase with Certified Mail service.However,' mailpiece"Restricted Delivery,"or see a the purchase of Certified Mail service does not retail associate for assistance. chadge the insurance coverage automatically ■To ensure that your,Certified Mail receipt is -. included with,certain PriorityMail items. accepted as legal proof of mailing,it should For an additional fee,you may request the bear a USPS postmark.If you would like a following services: postmark on this Certified Mail receipt,please -Return receipt service,which provides you present your Certified Mail item at a Post With a record of delivery(including the Office'for postmarking.If you don't need a recipient's signature).You can request a postmark on this Certified Mail receipt,detach hardcopy return receipt or an electronic the barcoded portion of this label,affix it to the version.For a hardcopy return receipt, mailpiece,apply appropriate postage,and ... complete PS Form 3811,Domestic Return deposit the mailpiece. Receipt attach PS Form 3811 to your IMPORTANT:Save this receipt for your records. Ps Forrn 3800,July 2014(Reverse)PSN 7630-02-000-9047 . SECTIONSENDER: COMPLETE THIS SECTION COMPLETE THIS ON DELIVERY, ■ Complete items 1,2,and 3.Also complete A. Signature Y I` item 4 if Restricted Delivery is desired. r 0 Print your name and address on the reverse X �� (� ❑A res e so that we can return the card to you. B. Received by(Printed Nam ?.l�� ate of Deliv ■ Attach this card to the back of the mailpiece, or on the front if space permits. E /t i t e4o D. Is delivery address different) m 1? ❑Yes 1. Article Addressed to: If YES,enter delivery addres mb .3 "i GRIER, EVAN S �`3Q 9 JOHNSON LANE CENTERVILLE, MA 02632 3. Service Type d ❑ III I I IIIIIIIiI IIIII IIIIII IIIIII IIIIII IIIIIIIII ❑Certified Ma Priority Mail Express ❑ ❑Registered Return Receipt for March 13 Insured Mail ❑Collect on Delivery 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number �7014 2870'"0001"`5633 2076-11 Sl (Transfer from service IaE PS Form 3811,July 2013 Domestic Return Receipt UNITED STATESQfi !~;c First-Class Mail Postage&Fees Paid r*wi USPS ,I , AY :oy1r. Permit No.G-10 iF°�i 5 1. • Sender: Please print your name, address, and ZIP+40 in this box* Ivlaclnnes Consuming PO Box 1182 East Sandwich, MA 02537 r1illrrl111lrrurr,rrlll�rrrllrrr,rirr�,r ��r�� rrrli)�flrll COMPLETE •N COMPLETE THIS SECTIONON . ■ Complete items 1,2,and 3.Also complete A. Si n tore, item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. B. Received by(Printed Name) r C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. c� D. Is delivery address different fro rr i` Yes 1. Article Addressed to: If YES,enter delivery addr s'� ._. ry SCROCZEN-SKI,ROD T&COLLEEN � 4.)j- Cb ,� I 14 JOHNSON LANEt�' CENTERVILLE,MA 02632 3. Service Type c� ❑Certified Mail® ❑Priority�MaI �' III IIIIII IIIII IIIII IIIIII IIIIII IIIIII IIIIIIIII '� 13❑Insured Registered Merchan i Mail ElCol Collect on Delivery L _ 4. Restricted Delivery?(Extra Fee) ❑Yes V 2. Article Number 7014 2870-0001T5633 2069. (transfer from service IL PS Form 3811,July 2013 Domestic Return Receipt UNITED STATES POSTAL ERVI.CE First-Class Mail Postage&Fees Paid USPS Permit No.G-1 0 Sender: Please print your name, address, and ZIPt4®in this box• IVI-acl-n—nes-CO rf5u IV ng PO Box 1182 East Sandwich, MA 02537 ■ Complete items 1,2,and 3.Also complete A.ISInatureitem 4 if Restricted Delivery is desired. ©Agent ■ Print your name and address on the reverse X 0 Addressee so that we can return the card to you. ec ' e y(Printe e) C.-Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. s delivery address°different from item 1? ❑Yes 1. Article Addressed to: . �Z^" If YES,enter del. address bel�W: ❑No #LNNINGS,'JbSERH \�'\ a+ cry ??WALNUI'STREET. "� O MIDDLEBORO, 10W,02346 _ ` 3. Service Type NZ71U VV4 — 1 C3 Certified Mail® 0- nordy Mail Express- III IIIII IIIIII IIIII IIIIII IIIIII I'II'I IIIIIIIII r E3 nd Registered ❑sur Mail Collect on D Receipt very - - ---- 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number �!� (;7 014 2$7 0 �0-01,f 5 6 3 3 2 Q 5,2 (transfer from servi_ PS Form 3811,July 2013 Domestic Return Receipt UNITED STATES POSTAL SERVICE C41;TOM • Sender: Please print your name, address, and ZIP+45MIhis box* Maclnnes Consulting PO Box 1182 East Sandwich, MA 02537 f� I-I}ii,i 11 J,}}4i��lli�lyEil�,�int}I)ii�'}}I�iii}j.iii,}jiij Maclnnes Consulting {{t( PO Box 1182 ?:I (r i11AU1##t . STAGE t! East Sand MA*Swich, h "` ` g SO TRH YARMOUTH, MA`' III 02664 MAAMOUNT vuirsotrarss 16 rorrairExv¢ro: 1000 $6.47 "1 02632 R2304M114904-10 ; 7015 0640 0007 2636 9787, - � p SIMONELLI,BARBARA E i f� 36 JOHNSON LANE ist nu F CENTERVILLE,MA 02632 NIXIE 615 rP , 77 ft9-/,ef4 RETURN TO SENDER U 1-CLAl°ME0 UNABLE TO FORWARD i IRC 020-3-72'11 9�-82 $iuv —uic�r'Y.r—u'Q ^ t aZ53'7 02'!&Z it � 11u 1971 P1iaSs la ea e -ama1 liil�"1]li�' 1 t T 1 •ER: COMPLETE THIS SECTION • s ON DELIVERY it ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. X ❑Agent ■ Print your name and address on the reverse ❑Addressee ! so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery U` I i ■ 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: ❑No SIMONELLI,BARBARA E 36 JOHNSON LANE CENTERVILLE,MA 02632 3. Service Type S ❑Certified Mail® ❑Priority Mail Express' - ❑III Registered ❑Return Receipt for Merchandiser i II IIIIIIII IIIII 1111II IIIIII IIIIII IIIIIIIII ❑Insured Mail ❑Collect on Delivery _ 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7D15 D64D DDD7 2636 97$1 (Transfer from service labeq PS Form 3811,July 2013 Domestic Return Receipt I II I ( R-it -T!111-Tf t TT-r1 _71 RF iIFT-T-7 -j(?~! MACINNES CONSULTING, LLC PO Box 1182, East Sandwich, MA 02537 (508) 274-2091 info()macinnesconsulting.com www.macinnesconsulting.com May 8, 2016 SIMONELLI, BARBARA E 36 JOHNSON LANE CENTERVILLE, MA 02632 RE: Septic Repair 26•Johnson Lane Centerville, MA 02632 Map: 193 Lot: 041 Dear Abutter: In accordance with the Town of Barnstable Board of Health requirements, the property owners are required to notify you that they are filing a Variance Request for the septic system repair at 26 Johnson Lane. This letter is to inform you, as an abutter to the above-referenced property, that an application has been filed with the Town of Barnstable Board of Health to be presented at the June 14, 2016 meeting. Plans that show the proposed project are available for viewing during normal business hours at the Town of Barnstable Health Department located at 200 Main Street, Hyannis, Massachusetts (8:30 a.m. to 4 p.m.) Sincerely, Shawn Maclnnes, PE President Town of Barnstable KE Regulatory Services � Richard V. Scald,Director DARNSTABM d Public ]Health Division '"6 1639. � Thomas McKean,Director '��oanea� 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Homeowner Certification Form for Alternative Systems Property Address: 26 / qC�f-1A 1 /c�a 1 -/�,t1P Assessor's Map\Parcel: l ! ! G Property Owners Name: � �/ L In accordance with Massachusetts DEP alternative system approval letters, the following certification information is required by the Owner of record. The Owner of record must place an 'Y' in the applicable box next to each line certifying the information. Yes MA 19 ❑ I have been provided a copy of the Title 5 UA technology Approval letters. (15 page Standard Conditions letter and the specific technology letter) CiY"' ❑ I have been provided with the Owner's Manual / f [f/ ❑ I have been provided with the Operation and Maintenance Manual l�J ❑ For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to provide a Deed Notice as required by 310 CMR 15.2$7(10) and the Approval ❑ For Systems installed under a Remedial Use Approval,I agree to fulfill my responsibilities to provide written notification of the Approval to any new Owner,as required by 310 CMR 15.287(5) ; ❑ If the design does not provide for the use of garbage grinders,the restriction is understood and accepted V ❑ Whether or not covered by a warranty,I understand the requirement to repair,replace, modify or take any other action as required by the Department or the LAA,if the Department or the LAA determines the System to be failing to protect public health and E safety and the environment,as defined in 310 CMR 15.303 } 1, 2Q1Aj ` VALMir= TA/JSSuAJ agree to comply with all terms and conditions above. jropey-ty Owners printed name Property Owners Signature Dale s F Note: This form must be submitted along with the septic system disposal works permit application for all I\A systems including new construction, revairAuggrades, with and without aggregate stone and with conventional design criteria or credited design criteria. Q:\Sepdc\1A homeowner certification 2.doc f 1 I MACINNES CONSULTING. LLC PO Box 1182, East Sandwich, MA 02537 (508)274-2091 shawn@macinnesconsulting.com Owner's Authorization We,Brian and Valerie Jansson,as owners of the property located at 26 Johnson Lane in Centerville,Ma,authorize Shawn MacInnes,PE to act on our behalf in all matters relative to the septic system variance request application submitted to the Barnstable Board of Health. Signature of Owners: Date Board of Health Abutter List for Map & Parcel(s): '193041' Direct abutters (no set distance) and the properties located across the street. Map& Parcel Ownerl Owner2 Addressl Address 2 Mailing CityStateZip Country Deed 193041 JANSSON, BRIAN &VALERIE J 6 BRIDLE PATH SHREWSBURY, MA 01545 19197/345 193042 SIMONELLI, BARBARA E 36 JOHNSON LANE CENTERVILLE, MA.02632 25339/294 193075 JENNINGS,JOSEPH 92 WALNUT STREET MIDDLEBORO, MA 02346 25473/26 193076 GRIER, EVAN S 9 JOHNSON LANE ICENTERVILLE, MA 02632 27739/50 193077 SCROCZENSKI, ROD T&COLLEEN M 114 JOHNSON LANE ICENTERVILLE, MA 02632 22987/249 t y �y Jr dOY°e Yam" .. = a Chi To All 11101 r1 r" '— Nt Y , w� u CK1 W`- 41 ti 4 } ' .ram. drr ' ra '—� Q . acwg,-16 S� VS., ti}, ' MACINNES CONSULTING, LLC PO Box 1182, East Sandwich, MA 02537 (508)274-2091 info _macinnesconsultina.com www.macinnesconsulting.com May 8, 2016 SIMONELLI, BARBARA E 36 JOHNSON LANE CENTERVILLE, MA 02632 RE: Septic Repair 26 Johnson Lane Centerville, MA 02632 Map: 193 Lot: 041 Dear Abutter: In accordance with the Town of Barnstable Board of Health requirements, the property owners are required to notify you that they are filing a Variance Request for the septic system repair at 26 Johnson Lane. This letter is to inform you, as an abutter to the above-referenced property, that an application has been filed with the Town of Barnstable Board of Health to be presented at the June 14, 2016 meeting. Plans that show the proposed project are available for viewing during normal business hours at the Town of Barnstable Health Department located at 200 Main Street, Hyannis, Massachusetts (8:30 a.m. to 4 p.m.) Sincerely, Shawn Maclnnes, PE President MACINNES CONSULTING, LLC PO Box 1182, East Sandwich, MA 02537 (508) 274-2091 info(&-macinnesconsultina.com www.macinnesconsulting.com May 8, 2016 JENNINGS, JOSEPH 92 WALNUT STREET MIDDLEBORO, MA 02346 RE: Septic Repair 26 Johnson Lane Centerville, MA 02632 Map: 193 Lot: 041 Dear Abutter: In accordance with the Town of Barnstable Board of Health requirements, the property owners are required to notify you that they are filing a Variance Request for the septic system repair at 26 Johnson Lane. This letter is to inform you, as an abutter to the above-referenced property, that an application has been filed with the Town of Barnstable Board of Health to be presented at the June 14, 2016 meeting. Plans that show the proposed project are available for viewing during normal business hours at the Town of Barnstable Health Department located at 200 Main Street, Hyannis, Massachusetts (8:30 a.m. to 4 p.m.) Sincerely, Shawn Maclnnes, PE President MACINNES CONSULTING, LLC PO Box 1182, East Sandwich, MA 02537 (508) 274-2091 info _macinnesconsulting.com www.macinnesconsulting.com May 8, 2016 GRIER, EVAN S 9 JOHNSON LANE CENTERVILLE, MA 02632 RE: Septic Repair 26 Johnson Lane Centerville, MA 02632 Map: 193 Lot: 041 Dear Abutter: In accordance with the Town of Barnstable Board of Health requirements, the property owners are required to notify you that they are filing a Variance Request for the septic system repair at 26 Johnson Lane. This letter is to inform you, as an abutter to the above-referenced property, that an application has been filed with the Town of Barnstable Board of Health to be presented at the June 14, 2016 meeting. Plans that show the proposed project are available for viewing during normal business hours at the Town of Barnstable Health Department located at 200 Main Street, Hyannis, Massachusetts (8:30 a.m. to 4 p.m.) Sincerely, Shawn Maclnnes, PE President MACINNES CONSULTING, LLC PO Box 1182, East Sandwich, MA 02537 (508)274-2091 info .macinnesconsulting.com www.macinnesconsulting.com May 8, 2016 SCROCZENSKI, ROD T & COLLEEN M 14 JOHNSON LANE CENTERVILLE, MA 02632 RE: Septic Repair 26 Johnson Lane Centerville, MA 02632 Map: 193 Lot: 041 Dear Abutter: In accordance with the Town of Barnstable Board of Health requirements, the property owners are required to notify you that they are filing a Variance Request for the septic system repair at 26 Johnson Lane. This letter is to inform you, as an abutter to the above-referenced that an application lication has been filed with the Town of property, Barnstable Board of Health to be presented at the June 14, 2016 meeting. Plans that show the proposed project are available for viewing during normal business hours at the Town of Barnstable Health Department located at 200 Main Street, Hyannis, Massachusetts (8:30 a.m. to 4 p.m.) Sincerely, Shawn Maclnnes, PE President r. n Commonwealth of Massachusetts y Executive Office of Energy &Environmental Affairs i Department of Environmental Protection One Winter Street Boston, MA 02108.617-292-5500 Charles D.Baker Matthew A.Beaton Governor Secretary Karyn E. Polito Martin Suuberg Lieutenant Governor Commissioner CERTIFICATION FOR GENERAL USE Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: Bio-Microbics, Inc. 8450 Cole Parkway Shawnee, KS 66227 Trade name of technology and models: FAST Treatment Systems with Nitrogen Reduction including models MicroFASM 0.5, 0.75, 0.9, 1.5, 3.0, 4.5, 9.0, HighStrengthFAST® 1.0, 1.5, 3.0, 4.5, 9.0 and NitriFASM 0.5, 0.75, 1.0, 1.5, 3.0, 4.5, 9.0 (all hereinafter the "System") for facilities with design flows less than 2,000 gallons per day (GPD). Schematic drawings illustrating the models and an Inspection Checklist are part of this Certification. Transmittal Number: X232831 Date of Issuance: December 29, 2010, revised March 20, 2015 Authority for Issuance: Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental Protection (hereinafter"the Department") hereby issues this General Use Approval to: Bio-Microbics, Inc., 8450 Cole Parkway, Shawnee, KS 66227 (hereinafter "the Company"), approving the above referenced FAST technology (hereinafter"the Technology" or"System") for use in the Commonwealth of Massachusetts subject to the conditions herein. Sale and use of the Technology are subject to compliance by the Company, the Designer, the System Installer,the Operator, and the System Owner with the terms and conditions herein. Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CMR 15.000. March 20, 2015 David Ferris, Director Date Wastewater Management Program Bureau of Water Resources I. Purpose This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5761.TTY#MassRelay Service 1-800-439-2370 MassDEP Website:www.mass.govrdep Printed on Recycled Paper Certification for General Use . Page 2 of 10 Bio-Microbics FAST 4,000 GPD Nitrogen Reducing 1. Subject to the conditions of this Approval and an other local requirements, the purpose of J Pp Y q � P P this Approval is to allow the use of the System in Massachusetts on a General Use basis. With the necessary permits and approvals required by 310 CMR 15.000, this Certification authorizes the installation and use of the System in Massachusetts. 2. The System may be installed for residential facilities with design flow less than 2,000 GPD where a system in compliance with 310 CMR 15.000 exists on-site or could be built and for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the local approving authority; or by the Department if Department approval is required by 310 CMR 15.000. This Approval allows for the use of the System as an equivalent alternative technology in accordance with 310 CMR 15.202 on facilities for nitrogen reduction in a Department designated nitrogen sensitive or limited area as defined in 310 CMR 15.214 and 15.215. Non-residential facilities are not allowed under this approval.Non-residential facilities include properties with businesses and/or commercial establishments. 3. The technology shall meet or exceed the following effluent discharge requirements: • Effluent Total Nitrogen (TN) concentration of 19 mg/L (for 660 gallons per day per acre -gpda- loading) or 25 mg/L (for 550 gpda loading). • Effluent pH range shall be 6.0 to 9.0. • The System is approved for use at facilities with a maximum design flow less than 2,000 GPD. 4. The System Owner or the designated System Operator(or `Operator') has responsibility for oversight and sampling of the System if the property served was allowed to increase the discharge rate per acre above 440 gpda in an area subject to Nitrogen Loading Limitations. The System Owner will be required to repair, replace, modify or take any other action as required by the Department or the local approving authority, if the Department or the local approving authority determines that the System is not capable of meeting the required reduction in nitrogen in the effluent. The Company is responsible for the approved technology as described below. II. General Description of the Technology and Design Standards 1. The tank containing the FAST® insert is installed between the building sewer and the soil absorption system (SAS). The SAS shall be designed and constructed in accordance with 310 CMR 15.100 - 15.279 and subject to the provisions of this Certification. 2. Technology Description - The FAST® system is an aerobic wastewater treatment system that utilizes a completely submerged fixed film process to treat organics and.nitrify, and a passive recycle system for denitrification. Each model contains submerged media specific to the application. Microorganisms grow on the media and remove soluble contaminants from the wastewater, utilizing them as a source of energy for growth and production of new microorganisms. The FAST® system insert consists of a liner around the media and an airlift to provide aeration and mixing within the confines of the liner. The area outside the liner in the septic tank remains anoxic for denitrification and a passive recirculation system Certification for General Use. Page 3 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing moves the aerated wastewater to the outside of the liner to obtain denitrification. The aeration and circulation inside the liner are provided by a blower that pumps air into a draft tube that extends down the center of the media. Treated effluent passes out of the aerobic zone of the treatment plant through a pipe connected directly to a baffled quiescent area in the liner. Final effluent is discharged to a soil absorption system. Specific model considerations are as follows: • The MicroFASTO 0.5, 0.75 and 0.9, HighStrengthFASTS 1.0 and NitriFASTO 0.5, 0.75 and 0.9 are installed in the second compartment of a two-compartment tank with a total liquid capacity of at least 1,500 gallons constructed in accordance with 310 CMR 15.226. • The MicroFASTO, HighStrengthFASTO and NitriFASTO 1.5 are installed in the second compartment of a two compartment 3000-gallon tank constructed in accordance with 310 CMR 15.226. • The MicroFASTO, HighStrengthFASTO and NitriFASTO 3.0 is installed in a separate tank constructed in accordance with 310 CMR 15.226 and located between a standard Title 5 septic tank, designed in accordance with 310 CMR 15.223 and 15.224, and the soil adsorption system (SAS). In this larger system, an additional recycle pump may be needed to send nitrified effluent back to the septic tank for added denitrification. Consult the Company for proper layout. • The NitriFASTO models can also be used for additional nitrification in series after the MicroFASTO models or HighStrengthFASTO models. In this configuration the tanks used for the NitriFASTO shall be constructed in accordance with 310 CMR 15.226 and meet the minimum dimensions and volumes required by the Company. • Flow equalization may also be employed prior to the FASTS system depending on the type of facility. Consult Company for proper layout. 3. All access ports and manhole covers shall be readily removable, of durable material and installed and maintained at grade to allow for maintenance of the System.No structures shall be located directly upon or above the access locations which could interfere with performance, access, inspection,pumping, or repair. Sufficient access for infrequent maintenance of the System treatment media and all other treatment works shall be evaluated, and addressed in the System design if necessary, by the designer. System control panel(s) including alarms shall be mounted in a location accessible to the operator of the System. 4. Wastewater Loading and Effluent Concentration Design Standards For new residential construction in an area subject to the Nitrogen Loading Limitations of 310 CMR 15.214, and the facility does not meet with the Nitrogen Loading Limitations pursuant to the aggregation provisions of 310 CMR 15.216, an increase in calculated nitrogen loading per acre is allowed for facilities with design flow less than 2000 gpd with limitations as follows: • The design flow shall not exceed 660 gallons per day per acre (gpda) and the total nitrogen (TN)concentration in the effluent shall not exceed 19 milligrams per liter (mg/L); or Certification for General Use Page 4 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing • The design flow shall not exceed 550 gallons per day per acre (gpda) and the total nitrogen (TN) concentration in the effluent shall not exceed 25 milligrams per liter (mg/L). • TN is measured as the total of TKN (Total Kjeldhal Nitrogen),NO3-N (Nitrate nitrogen) and NO2-N (Nitrite nitrogen). III. General Conditions 1. The provisions of 310 CMR 15.000 is applicable to the use and operation of this System, the System owner and the Company, except those that specifically have been varied by the terms of this Certification. 2. Any required operation and maintenance, monitoring and testing shall be performed in accordance with a Department approved plan. Any required sample analysis shall be conducted by an independent U.S. EPA or DEP approved testing laboratory, or a DEP approved independent university laboratory, unless otherwise provided in the Department's written approval. It shall be a violation of this Certification to falsify any data collected pursuant to an approved testing plan,to omit any required data or to fail to submit any report required by such plan. 3. The facility served by the System and the System itself, shall be open to inspection and sampling by the Department and the local approving authority at all reasonable times. 4. In accordance with applicable law,the Department and the local approving authority may require the System owner to cease operation of the system and/or to take any other action as it deems necessary to protect public health, safety, welfare or the environment. 5. The Department has not determined that the performance of the System will provide a level of protection to public health and safety and the environment that is at least equivalent to that of a sanitary sewer system. Accordingly, no System shall be upgraded or expanded, if it is feasible to connect the facility to a sanitary sewer, unless as allowed by 310 CMR 15.004. 6. Design, installation, and use of the System shall be in strict conformance with the Company's DEP approved plans and specifications and 310 CMR 15.000, subject to this Certification. IV. Conditions Applicable to the System Owner 1. The System owner shall at all times have the System properly operated and maintained by a Company approved Operator in accordance with this Certification,the designer's operation and maintenance requirements and the Company's approved procedures. 2. The System is certified only in connection with the discharge of sanitary wastewater from facilities with a design flow of less than 2000 gpd. Any non-sanitary wastewater generated and/or used at the facility served by the System shall not be introduced into the System and shall be lawfully disposed of. 1 , Certification for General Use Page 5 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing 3. The System Owner shall provide access to the site for the System Operator to perform inspections, maintenance, repairs, responding to alarm events, field testing, and sampling as may be required by the Approval. Operation and Monitoring Requirements 4. System effluent total nitrogen (TN) concentrations shall not exceed 19 or 25 mg/L and effluent pH shall not be less than 6.0 or more than 9.0. Field test observations of dissolved oxygen (DO) shall equal or exceed 2 mg/L and for Turbidity shall be equal or less than 40 NTU. 5. All samples shall be taken at a flowing discharge point, i.e. distribution box, pipe entering a pump chamber or other Department approved location from the treatment unit. 6. Inspection, operation and maintenance (O&M), sampling, and field testing of the System required by the Approval shall be performed by a Company approved Operator who has been certified at a minimum of Grade Level 4 (four) by the Board of Registration of Operators of Wastewater Treatment Facilities, in accordance with Massachusetts regulations 257 CMR 2.00, and is an approved Title 5 System Inspector in accordance with 310 CMR 15.340. 7. Prior to commencement of construction of the System, the System Owner shall provide to the local approving authority a copy of a signed O&M Agreement that meets the requirements of paragraph IV(8). 8. The System Owner shall maintain, at all times, an O&M Agreement with a qualified System Operator approved by the Company. The Agreement shall be at least for one year and include the following provisions: a) The name of a System Operator who is an approved System Inspector in accordance with 310 CMR 15.340 and who meets any additional qualification requirements specified in the Approval; b) The System Operator must inspect the Alternative System as required by paragraph IV (9) and (12); c) The System Operator shall be responsible for submitting the monitoring results to the System Owner in accordance with paragraph IV (13) and to the local approving authority in accordance with paragraph IV (14); and d) In the case of a System failure, an equipment failure, alarm event, components not functioning as designed, or violations of the Approval, procedures and responsibilities of the System Operator and System Owner shall be clearly defined for corrective measures to be taken immediately. The System Operator shall agree to provide written notification within five days, describing corrective measures taken,to the System Owner and the local board of health. 9. The System Owner shall comply with the following monitoring requirements if the System is subject to a TN concentration limit in accordance with paragraph 11 (4): I i Certification for General Use Page 6 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing a) Year-round installations shall be inspected and have effluent sampled for at least the TN parameter quarterly for the first year, then a minimum of twice/year thereafter, at least 5 months apart and with at least one sample taken between December 1 and March 1 of each year. Field testing shall be completed per paragraph IV (11) below, and as determined necessary by the System Operator. See DEP Field Testing Protocol at http://www.mass.gov/dep/water/laws/policies. htm#tSpols. Wastewater flow shall be recorded at each inspection, see `Flow Metering' paragraph IV (10). b) Seasonal installations shall be inspected and have effluent sampled for at least the TN parameter a minimum of twice/year. At least one sample must be taken 30 to 60 days after each seasonal occupancy begins. A second sample must be taken no less than 2 months after the first sample. Field testing shall be completed per paragraph IV (11) below, and as determined necessary by the System Operator. Wastewater flow shall be recorded at each inspection, see `Flow Metering' paragraph IV (10). c) Systems in operation prior to issuance of this Approval, which have received approval of sampling reduction from the Department may continue with that System monitoring frequency. Properties occupied at least 6 months per year are considered year-round properties. Properties occupied less than 6 months per year are considered seasonal properties. TN is measured as the total of TKN (Total Kjeldhal Nitrogen),NO3-N (Nitrate nitrogen) and NO2-N (Nitrite nitrogen). 10. Flow Metering: Reporting of residential System water use is not required, however it is recommended the Operator record water meter readings if available at all inspections, or otherwise estimate System flow, to assist in addressing possible operational problems or issues. Flow measurement when recorded shall be based on: a) actual metering data of wastewater flow to the System or actual water meter data of flow to fixtures that discharge to the wastewater system; or b) actual water meter data for the total facility with either actual meter data or estimated flows for non-wastewater usage subtracted from the total facility water usage. If estimating the wastewater portion of metered water usage, the System Operator shall provide a best estimate of wastewater discharged to the System with the method of estimating, such as pump run times, occupancy rates, adjustment due to seasonal outdoor watering use, etc.; or c) for Systems installed under a prior Approval that did not include a wastewater flow data reporting requirement, if no flow meters are available, the System Operator shall provide a best estimate of wastewater discharged to the System with the method of estimating, such pump run times, occupancy rate, etc. 11. Field Testing: Temperature,turbidity, pH and DO shall be measured and recorded in the field whenever the effluent is sampled for TN. See applicable sections of the Department's Field Testing Protocol at http://Www.mass.gov/dep/water/laws/ policies.htm#tSpols. Certification for General Use Page 7 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing 12. At a minimum, the System Operator shall inspect the System: a) quarterly for the first year then two times per year thereafter; b) in accordance with the approved O&M manual, the Designer's operation and maintenance requirements, and the requirements of the local approving authority; and c) any time there is an alarm event, equipment failure, or system failure. Recordkeepin and nd Reporting 13. Within 60 days of any site visit,the System Operator shall submit an O&M report and inspection checklist to the System Owner and the Company. It is recommended the System Owner and Company maintain copies of these items for possible Department audit. The O&M report shall include, at a minimum: a) for a System failing, any corrective actions taken; b) wastewater analyses, wastewater flow data, field testing results and inspection checklists; c) any violations of the Approval; d) any determinations that the System or its components are not functioning as designed or in accordance with the Company specifications; and e) any other corrective actions taken or recommended. 14. By February 15th of each year the System Owner or the System Operator if designated by the owner, shall submit to the local approving authority all monitoring results with all O&M reports and inspection checklists completed by the System Operator during the previous 12 months. 15. Upon determining that the System has failed, as defined in 310 CMR 15.303, the System Operator shall notify the System Owner immediately. 16. Upon determining that the System has failed, as defined in 310 CMR 15.303, the System Owner and the System Operator shall be responsible for the notification of the local approving authority within 24 hours of such determination. 17. The System Owner shall notify the Approving Authority and the Company in writing within seven days of any cancellation, expiration or any other change in the terms and/or conditions of the O&M Agreement required by Paragraph IV (8). 18. Violations of the TN concentration in the System effluent shall not constitute a failure of the System for the purposes of 24-hour notification or 5-day written reporting as required in Paragraphs IV (16) and (8). 19. The System owner shall provide a copy of this Approval, prior to the signing of a purchase and sale agreement for the facility served by the System or any portion thereof, to the proposed new owner. Certification for General Use Page 8 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing 20. The System owner shall furnish the Department any information that the Department requests regarding the System, within 21 days of the date of receipt of that request. 21. Prior to issuance of a Certificate of Compliance of the System, and after recording and/or registering the Notice required by 310 CMR15.287(10), the System Owner shall provide to the Local Approving Authority a copy of: (i) a certified Registry copy of the Notice bearing the book and page/or document number; and (ii) if the property is unregistered land, a Registry copy of the System Owner's deed to the property, bearing a marginal reference on the System Owner's deed to the property. The Notice to be recorded shall be in the form of the Notice provided by the Department. 22. Prior to signing any agreement to transfer any or all interest in the property served by the System, or any portion of the property, including any possessory interest, the System Owner shall provide written notice of all conditions contained in the Approval to the transferee(s). Any and all instruments of transfer and any leases or rental agreements shall include as an exhibit attached thereto and made a part of thereof a copy of the Approval for the System. The System Owner shall send a copy of such written notification(s)to the Local Approving Authority within 10 days of giving such notice to the transferee(s). V. Conditions Applicable to the Company 1. The Company shall notify the Director of the Wastewater Management Program at least 30 days in advance of the proposed transfer of ownership of the technology for which this Certification is issued. Said notification shall include the name and address of the proposed new owner and a written agreement between the existing and proposed new owner containing a specific date for transfer of ownership, responsibility, coverage and liability between them. All provisions of this Certification applicable to the Company shall be applicable to successors and assigns of the Company, unless the Department determines otherwise. 2. The Company shall develop maintain and update as necessary the following: minimum installation requirements; an operating manual, including information on substances that should not be discharged to the System; a maintenance checklist; and a recommended schedule for maintenance of the System consistent with the Department's requirements essential to consistent successful performance of the installed Systems. 3. The Company shall institute and maintain a program of operator training and continuing education. The Company shall maintain and annually update, and make available the list of qualified operators by February 15th and make the list known to local approving authorities, the Department and to users of the technology. 4. The Company shall furnish the Department any information that the Department requests regarding the System,within 21 days of the date of receipt of that request. 5. The Company shall include copies of this Certification and the procedures described in Section V (3)with each System that is sold. In any contract executed by the Company for distribution or re-sale of the System,the Company shall require the distributor or re-seller to provide each purchaser of the System with copies of this Certification and the procedures described in Section V (3). Certification for General Use Page 9 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing 6. A copy of the wastewater analyses, wastewater flow data, field testing results, and System Operator O&M reports and inspection checklists from each installed System shall be maintained by the Company or its designee for possible Department audit. 7. If the Company wishes to continue this Certification after its expiration date,the Company shall apply for and obtain a renewal of this Certification. The Company shall submit a renewal application at least 180 days before the expiration date of this Certification, unless written permission for a later date has been granted in writing by the Department. This Certification shall continue in force until the Department has acted on the renewal application. VI. Conditions Applicable to the System Designer 1. Upon submission of an application for a DSCP, the Designer shall provide to the local approving.authority: a) a certification, signed by the owner of record for the property to be served by the System, stating that the property owner: i) has been provided a copy of the Approval, the Owner's Manual, and the Operation and Maintenance Manual, if applicable, and the Owner agrees to comply with all terms and conditions; ii) has been informed of all the owner's costs associated with the operation including, when applicable: power consumption, maintenance, sampling, recordkeeping, reporting, and equipment replacement; iii) understands the requirement for a service contract; iv) agrees to fulfill his responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval; v) agrees to fulfill his responsibilities to provide written notification of the Approval to any new owner, as required by 310 CMR 15.287(5); vi) if the design does not provide for the use of garbage grinders, the restriction is understood and accepted; vii) if the design is for an upgrade of failed or nonconforming system, the System Owner has been provided a copy of the evaluation of the existing system; viii) whether or not covered by a warranty, the System Owner understands the requirement to repair, replace, modify or take any other action as-required by the Department or the local approving authority, if the Department or the local approving authority determines that the Alternative System is not capable of meeting the performance standards; and b) a certification, signed by the Designer that the design conforms to the Approval with Conditions and 310 CMR 15.000. VII. Reporting 1. All notices and documents required to be submitted to the Department by this Certification shall be submitted to: r 1 Certification for General Use Page 10 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing Director Wastewater Management Program Department of Environmental Protection, One Winter Street- 5th floor Boston, Massachusetts 02108 VIII. Rights of the Department 1. The Department may suspend, modify or revoke this Certification for cause, including, but not limited to, non-compliance with the terms of this Certification, non-payment of the annual compliance assurance fee, for obtaining the Certification by misrepresentation or failure to disclose fully all relevant facts or any change in or discovery of conditions that would constitute grounds for discontinuance of the Certification, or as necessary for the protection of public health, safety, welfare or the environment, and as authorized by applicable law. The Department reserves its rights to take any enforcement action authorized by law with respect to this Certification and/or the System against the owner or operator of the System and/or the Company. Transmittal:X232831 (formerly W 101238) f -\ COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 JANE SWIFT BOB DURAND'— Governor Secretary LAUREN A.LISS Commissioner TITLE 5 PRESSURE DISTRIBUTION DESIGN GUIDANCE Effective Date: May 24, 2002 Polic # BRP/DWM/WpeP/G02-2 Program Applicability: BRP/DWM/Watershed Permitting/Title 5 Program Supersedes: Guidance dated 1/18/95 Regulation Reference: 310 CMR 15.254 Approved By: [signed] Cynthia Giles PURPOSE: The purpose of this document is to guide pressure distribution designers, reviewers and contractors in the design and construction of on-site wastewater pressure distribution systems consistent with the requirements of Title 5. INTRODUCTION: Uniform application of septic tank effluent throughout the soil absorption system (SAS) is an important factor in the proper operation of an on-site subsurface sewage treatment and disposal system (system). Gravity application does not provide uniform distribution and can create localized ponding within the SAS. This can inhibit proper treatment and is of special concern in larger systems where failure rates have been documented to be higher than in smaller, residential systems. Pressure distribution networks can be employed as a means of achieving uniform application and can overcome some of the limitations of gravity distribution systems. The construction procedures of the distribution network are just as important as design for system performance. Good design with poor construction may result in the network operating poorly and may result in failure of the pressure distribution system. It is important that the designer, the installer, and the board of health inspector understand the principles of.operation of the pressure distribution network before construction commences. Weather considerations should also be anticipated, especially if the network - 1 ' f Pressure Distribution Design Guidance is to be installed in conjunction with a mound. In such cases, freezing weather may have an adverse effect on pipes that contain water. Construction practices may vary from those described herein. However, common sense and good engineering practice should prevail when installing these systems. TEXT: Pressure Distribution is the even dispersal of septic tank or otherwise treated effluent over a soil absorption system whereby the effluent is pumped from a pump chamber through a. force main to a network of pipes or distribution laterals having-discharge orifices, and then discharged over the soil absorption system. I. DESIGN CONSIDERATIONS: The pressure distribution network usually consists of 1 to 3 inch perforated distribution laterals connected by a central or end manifold of larger diameter. A pump or pumps pressurize the network and are sized to provide relatively uniform distribution of effluent. Because the perforations in the distribution laterals are loaded at approximately the same pressure, they will discharge at approximately the same rate. In-line Pressure: The pressure network should be designed to provide a minimum of 2.5 feet of head at the distal ends of the laterals. The variation in flow rate between the beginning and distal end of a lateral should not exceed 10%. Perforation Spacing: Uniform distribution can best be achieved by providing as many uniformly spaced perforations as is practical. Minimum perforation size should be '/s in. because smaller perforations will tend to clog. Maximum perforation size should be such that the even distribution of effluent within the distribution laterals is not adversely affected r while maximizing the number of perforations used. An effluent tee filter shall be used with all pressure distribution systems to prevent clogging and shall be installed prior to the pump chamber. Spacing between perforations shall not exceed five feet; however, shorter spacings are more desirable. In bed systems, the perforations between any two laterals can be staggered so that they lie on the vertices of isosceles triangles (see Figure 1). In this case, the number of perforations in each lateral may differ. When doing discharge calculations, all perforations must be accounted for. Manifolds: To minimize flow variation, the manifold should have as small a volume as possible. Also in order to minimize leakage as the network is pressurized, the manifold P � g should be installed below the distribution laterals soy that it fills and pressurizes before discharge from the perforations occurs. In some instances, it may be appropriate to install the manifold above or at the same elevation as the laterals based on the elevations of other components of the system. Page 2 of 29 Pressure Distribution Design Guidance PERFORATIONS (TYP.I C O O A B O O O LATERALS A B O O C O O <5 FT —► FIGURE 1 —ALTERNATIVE LATERAL PERFORATION LAYOUTS II. DESIGN PROCEDURE: Step 1: Lay Out a Network Establish dimensions of the SAS to be used based on site condition, flow rate, and soil conditions. The designer should consider the design of the network layout, with special attention to the lateral length and spacing between laterals. The distribution network should be laid out for conventional leaching trenches or leaching fields using manifolds and distribution laterals. Different configurations are possible. Central, end or off-center manifolds connecting the distribution laterals are options depending on site conditions (see Figures 2 and 3). Central manifolds are preferred, as they tend to minimize lateral length and manifold size. In order to minimize leakage from the perforations nearest the manifold, the laterals may be installed above the manifold elevation thus filling the entire manifold before discharge. Provisions must be made to drain the laterals to prevent freezing using standard engineering practices. Care should be taken to prevent the entire lateral from draining into the soil absorption system from a single drainage perforation in the lateral. Page 3 of 29 I , 1 Pressure Distribution Design Guidance FINISHED GRADE 2%M 12"MIN. 2"MIN. I/8"TO 1/2" 36"MAX. DOUBLE WASHED STON COVER LATERAL LATERAL 0o TEE p0 00 6"MIN 3/4"TO 1-1/2" TEE DOUBLE WASHED STONE CENTER MANIFOLD FIGURE 2 - DISTRIBUTION NETWORK- CENTER MANIFOLD FINISHED GRADE 2% Mz ali, ali, ah. ah, a6, 12"MIN 3'b"NM 2"MIN. 1/8"TO COVER DOUBLE WASHED STONE 90°ELBOW LATERAL TEE 00 00 END MANIFOL 6"MIN.3/4"TO 1- b6UBLE WASHED STONE PERFORATION(TYP.) FIGURE 3 - DISTRIBUTION NETWORK- END MANIFOLD Step 2: Select Perforation Size and Spacing The design should provide as many perforations as possible. Perforations can range between 1/8 inch and 5/8 inch in size. Smaller perforation diameters allow for more uniform distribution; however, no holes smaller than 1/8 inch shall be used. Larger diameter perforations permit longer laterals with greater spacings between perforations. However, this can result in localized ponding in the soil absorption system beneath the perforation and reduce the effectiveness of the distribution of effluent within the system. Spacing between the perforations shall not exceed 5 feet. Air must be vented out of the laterals at the beginning of each dosing cycle. One option is to drill a perforation vent hole at the distal end of the elbow of the lateral sweep, below the stone aggregate, as shown in Figure 4. Laterals must drain to the soil absorption system or the pump chamber between dosings. Page 5 of 29 ' � t Pressure Distribution Design Guidance ACCESS BOX CAP NUT (COVER TO BE PLACED ' 3" MAX. BELOW FINISHED GRADE) 45'BENDS OR SWEEP CLEANOUT 2" MIN. 1/8" TO 1/2" DOUBLE WASHED STONE VENT HOLE DISTAL END PERFORATION TO BE PLACED NEAR THE CROWN OF THE LATERAL PIPE IN THE 45' BEND OR SWEEP 3/4" TO 1 1/2" AT THE END OF EACH LATERAL - po DOUBLE WASHED STONE 00 6" OF 3/4" TO 1 1/2" DOUBLE WASHED STONE TO VENT HOLE AND BENEATH ACCESS BOX FIGURE 4—END CLEANOUT DETAIL Acceptable configurations of the discharge perforations on any lateral in a system shall be located between the 10 :00 o' clock position and the 2 : 00 o' clock position if oriented upward or between the 5 :00 o' clock position and the 7 : 00 o' clock position if oriented downward. A shield is required for any perforations located between the 10:00 o'clock and 2:00 o'clock positions and for any perforations located at the 6:00 o'clock position to reduce scouring of the soil above or below the laterals. Examples of acceptable shields include,but are not limited to, half diameter pipe, chambers and manufactured orifice shields (see Figures 5, 6 and 7). 1/2 DIAMETER PIPE . (SHIELD) PERFORATIONS 12"MIN. DIRECTED UPWARD 36"MAX. COVER 2"MIN.OF 1/8"TO 1/4" DOUBLE WASHED STONE LATERALS(TYP.) oo� 00 0 6"MIN.OF 3/4"TO 1-1/2" o DOUBLE WASHED STONE FIGURE 5 - LATERAL WITH SHIELD UPWARD Page 6 of 29 f r Pressure Distribution Design Guidance CHAMBER(SHIELD) 12"MIN. 2"MIN.OF 1/8"TO 1/4" 36 MAX. DOUBLE WASHED STON COVER PERFORATIONS DIRECTED UPWARD LATERALS(TYP.) 00 0 0 6"MIN.OF 3/4"TO 1-1/2" o0 00 00 DOUBLE WASHED STONE FIGURE 6 - LATERAL WITH CHAMBER AS SHIELD 12"MIN. 36"MAX. COVER IN 2"M .OF 1/8"TO 1/4" DOUBLE WASHED STONE oo� o a 00 00 LATERALS(TYP.) 0 0 _ o 6"MIN.OF 3/4"TO 1-1/2" 0 0 00 DOUBLE WASHED STONE PERFORATIONS DIRECTED ORIFICE DOWNWARD SHIELD FIGURE 7—LATERAL WITH SHIELD DOWNWARD Step 3: Determine the Lateral Pipe Diameter Figures 8A through 8G, Appendix B, can be used to determine the appropriate lateral diameter given perforation number and size, spacing and lateral length. These figures were developed by Otis (1982) based on the Hazen-Williams equation using a coefficient of Ch equal to 150. This is based on plastic pipe and allows for a maximum 10%head loss from the supply end to the distal end of the pipe. Page 7 of 29 y i Pressure Distribution Design Guidance Step 4: Calculate the Lateral Discharge Rate The lateral discharge rate equals the perforation discharge rate times the number of perforations in the lateral. Table 1 in Appendix C can be used to determine this rate or it can be determined directly from the orifice equation: q = 11.79d2hod" where q is the.perforation discharge rate in gallons per minute (gpm), d is the perforation diameter in inches, and hd is the in-line distal head pressure in feet. (An orifice coefficient of 0.6 for sharp edged orifices is assumed). The value 11.79 is a dimensionalist coefficient that varies with the characteristics of the opening in the perforation. The total lateral discharge rate is q x N where N is the total number of perforations in the lateral. The in-line distal head pressure is an important design parameter. A minimum distal head pressure of 2 .5 feet shall be maintained to minimize variation in the system and provide a construction tolerance; however, hd should not be so excessive as to cause unnecessary friction losses in the network. Step 5: Calculate the Manifold Size Table 2 in Appendix C provides the diameter for a manifold that is to be uniform throughout its length. The diameter obtained is that which limits head loss from the manifold inlet to the distal end to no more than 10%. Telescoping manifolds may be used to reduce piping costs. The following equation(Otis, 1982) is used to calculate F;values in each lateral segment: F; = (9.8X10-4)Q,1.85 where Q; is the flow in the manifold segment in gallons per minute. The F; values are empirical friction factors for each manifold segment. The value (9.8 x 10-4) is a coefficient that is based on friction losses as effluent passes through a plastic pipe. Using these values, the manifold diameter, D,,,, is calculated by: Page 8 of 29 Pressure Distribution Design Guidance M 0.21 �LFi D. fhd Where M is the number of manifold segments, L; is the length, ith segment (i.e. lateral spacing) in feet, f is the fraction of the total head loss desired for that manifold segment or series of segments, and hd is the distal head pressure in the lateral in feet. To ensure that the head loss is less than 10%, f must be less than or equal to 0.1/ (total number of manifold segments) x number of the manifold segment for the section under design. Step 6: Determine the Dose Volume The minimum demand dose volume should be five to ten times the volume of the distribution lateral network. The nomograph in Appendix D can be used to calculate pipe volume. This volume should not exceed the required dose volume, calculated by dividing the average daily flow by the dosing frequency. When timed dosing is used, the dose volume can be reduced. If the manifold crown elevation lies below the lateral invert elevation, do not include the manifold pipe volume. Step 7. Calculate Minimum Pump Discharge Rate The minimum pump discharge rate is determined by adding the perforation(lateral) discharge rates. Step 8. Calculate the Total Friction Losses The total friction losses are the sum of losses in the force main and the discharge lateral network. The friction loss in the force main between the dosing chamber and the discharge lateral network is calculated based on the minimum discharge rate determined in Step 7. The appropriate equation from Hazen-Williams is: 2.61 1.85 Friction Loss =Ld(3.55 Qm/Ch Dd ) where Ld is the length of the force main from the dosing chamber to the discharge lateral network inlet in ft, Dd is the pipe diameter (of the force main) in inches; and Q. is the discharge rate in gallons per minute. C his equal to 150, which is the Hazen-Williams Friction Factor for plastic pipe. The value 3.55 is a dimensionless coefficient that is based on energy loss as effluent passes through a plastic pipe. Add the network losses that are equal to 1.31 hd, where hd is the distal head pressure selected for the network. Include losses due to tees, gate valves, check valves, bends, etc. using standard friction factors for fixtures. Step 9. Select the Pump Unit Page 9 of 29 Pressure Distribution Design Guidance The pump selection should follow standard engineering practice. The pump should be sized based on the total dynamic head (TDH) and the discharge rate required for the network. The TDH includes the static lift and appurtenant friction losses as well as the friction losses in the network computed in step 8. Manufacturer's pump curves should be used to select the proper pump for the project. Step 10. Size the Pump Chamber The pump chamber must be designed to discharge the appropriate volume at the required rate with each dose. The chamber volume is determined based on the dosing volume from Step 6 plus a volume allowance for the drainage which may flow back to the chamber from the force main and manifold pipes when the pumping has ceased. Title 5 requires that the dosing chamber have an emergency storage capacity above the high water alarm equal to the daily design flow volume of the system. Title 5 also requires that all pump chambers be equipped with level controls and alarm switches. Level controls shall include pump on/pump off switches for single pump systems and pump off/lead pump on/lag pump on for dual pump systems. Dual pump systems must alternate the lead and lag pump every pump cycle..High water alarm switches shall be provided and shall be on a separate circuit from the pump level control. A quick disconnect or other assembly to allow easy removal of the pump from the pump chamber should be incorporated into the design. A gate valve or globe valve may also be installed in the discharge line within the pump chamber or within a valve box outside of the chamber to allow final adjustments of pressure during the clear water test. If effluent is to be pumped down hill, a 1/4 inch siphon-breaker hole or anti-siphon valve shall be installed in the supply line in the pump chamber. This hole serves to break any vacuum in the system and prevents siphoning of effluent out of the chamber. If effluent is to be pumped uphill, a drain back hole shall be installed in the supply line (Figure 8) within the pump chamber to drain the manifold after pumping has stopped. \\Ili J/i RISER VALVE BOX(OPTIONAL) fie GATE OR GLOBE VALVE INLET TO PRESSURE DISTRIBUTION NETWORK STORAGE CAPACITY SIPHON-BREAK OR DRAIN BACK HOLE ALARM PUMP ON CHECK VALVE(IF REQ'D) PUMP OFF LEVEL CONTROL(TYP.) PUMP CHAMBER SUPPLY LINE(FORCE MAIN) QUICK DISCONNECT Page 10 of 29 FT(-!T TR F R - PT TMP ru A NATI .R Pressure Distribution Design Guidance Title 5 requires that the pump and high water alarm must be placed on separate electrical circuits. Electrical connections shall be designed in accordance with the State Electrical Code. Power cords shall be connected to watertight NEMA Approved receptacles and not located inside the pump chamber. Electrical wiring from the pump chamber to the facility shall meet the State Electrical Code. Surge protectors are recommended to protect the pump and controls. 310 CMR 15.000, Title 5,requires watertight construction to prevent surface water or groundwater from intrusion into system components. Other Design Alternatives This Guidance does not restrict the designer from using other designs that meet the basic requirements of Title 5 or this document. For example,the Department will allow the designer to divide the SAS into zones for pressure distribution provided that all zones are dosed before any zone is dosed again. The designer may choose timed dosing versus demand dosing when appropriate. The designer must demonstrate that the design meets the objectives of this Guidance,which are to ensure wastewater is distributed evenly over an entire leaching area. III. CONSTRUCTION: The design and construction of the soil absorption system shall be in accordance with 310 CMR 15.000. The perforated pipe to be used as laterals in the distribution network shall be either predrilled by the manufacturer or carefully drilled by the installer. The pipe, either furnished with the discharge orifices or drilled by the installer, shall be inspected for proper size and placement by the designer prior to installation. The piping used for the distribution laterals should be laid out and cut to the design lengths. Perforations should be checked for correct design size and orientation. After installation, the positioning of the laterals should be rechecked. The sweep or elbow, with a removable end cap, should be placed at the distal end of each lateral for maintenance access and pressure testing (see Figure 4). Before the soil absorption system is backfilled, the sweeps should be placed inside a short length of 4 or 6 inch diameter pipe to provide easy access. The cap should be installed to within 3 inches of finished grade. Page 11 of 29 Pressure Distribution Design Guidance Prior to completion of backfilling, a clear water test shall be performed to verify the distal head pressure and confirm that each lateral is discharging equal flow within design tolerances. After the laterals are in place and tested and the orifice shields are installed, if required, the soil absorption system can be backfilled in accordance with 310 CMR 15.240 (9), (10) and(11). To prevent solids carryover or clogging of the pressure distribution laterals or associated pumps and piping, Department approved effluent tee filters or approved equivalent technologies shall be installed prior to or within pump chambers of any pressure distribution system, unless an approved I/A technology is used that doesn't require a filter. Routine maintenance is necessary for a pressure distribution system to continue to work properly. The Department is developing an Inspection and Maintenance Guidance Document for use with pressure distribution systems. IV. LIST OF REFERENCES: The following references provide additional details and examples for the design of pressure distribution networks. It is highly recommended that the designer and approving authority obtain copies of these documents. 1. Otis, Richard J., 1982, "Pressure Distribution Design for Septic Tank Systems", Journal of Environmental Engineering(ASCE),Vol. 108,No. EE1, February, 1982. 2. Otis, Richard J., "Onsite Wastewater Disposal Distribution Networks for Subsurface Soil Absorption Systems" National Small Flows Clearinghouse, West Virginia University,P.O. Box 6064, Morgantown, WV., 2506-6064. 3. USEPA, 1980, "Design Manual: Onsite Wastewater Treatment and Disposal Systems", EPA 625/1-80-012, Cincinnati, Ohio presdistguidance.4.18.02-approved.doe Page 12 of 29 t Pressure Distribution Design Guidance APPENDIX A DESIGN EXAMPLE #1 End Manifold Lateral Network 40 ft j< - -Force Main 25 ft 1 I 1 � I I I 1 I 1 I L._._._._.-._._._._.-._._._._.-._._I \ \ 50 ft Soil Absorption System Pump Chamber FIGURE 1-1 END MANIFOLD CONFIGURATION FOR A SOIL ABSORPTION SYSTEM ON A LEVEL SITE A pressure network for a soil absorption system (SAS) is to be designed to receive an average daily flow of 550 gal for a 5 bedroom dwelling. The SAS is to be 25 ft x 40 ft. The pump chamber is to be located 50 ft from the network inlet. Step 1. Lay out the Network Two layouts would be suitable for this system. The distribution laterals can be fed either by an end or a central manifold. An end manifold requires 5 laterals and a central manifold requires 10 laterals, each one half the length of an end manifold lateral (see Figure 1-1). An end manifold will be used in this example. Page 13 of 29 Pressure Distribution Design Guidance Step 2. Select Perforation Size and Spacing Perforations 1/4 inch in diameter with a maximum spacing of 5 ft (Other combinations may be as suitable.) Step 3. Select Lateral Diameter To insure uniform effluent application over the entire length of the lateral trench, the first and last perforations in the lateral will be located one-half the perforation spacing from either end of the lateral: Lateral length=40 ft— (1/2 x 5) = 37.5 ft From Figure 8a: Minimum diameter for a 37.5 ft lateral with 5 ft perforation spacing is 1 'A inches. Step 4. Calculate the Lateral Discharge Rate A minimum in-line pressure of 2.5 ft is to be used. From Table 1: a 1/4 inch perforation will discharge 1.17 gpm No. of Perforations/Lateral = 40/5 = 8 Lateral Discharge Rate = 8 x 1.17 gpm = 9.4 gpm Step 5. Calculate the Manifold Size The manifold diameter is to be uniform along its length to simplify construction. Manifold length 4 x 5 ft = 20 ft From Table 2, an end manifold with a lateral discharge rate of 9.4 gpm and lateral spacing of 5 ft can have a maximum length of 20 ft for a 2 inch diameter manifold or 44 ft for a 3 inch diameter manifold. Use a 3 inch diameter manifold. Step 6. Determine Dose Volume The crown elevation of the manifold should be located below the lateral invert elevation. The manifold and delivery line drain back into the pump chamber at the end of each dose. Therefore, the minimum dose volume is based on the lateral pipe volume only. The minimum dose volume is 5 to 10 times the total lateral volume. Total length of 1 1/4 inch laterals = 5 pipes x 40 ft = 200 ft Area 1 1/4 inch laterals = ?[(r)2 = Tc(0.052)2 = 0.0085 sf Page 14 of 29 Pressure Distribution Design Guidance Total pipe volume = 0.0085 sf. x 200 ft = 1.7 cf 1.7 cf x 7.48gal/cf = 12.7 gal Minimum Dose Volume of 5 to 10 times the pipe volume 12.7 gal (5 to 10) = 64 to 127 gal Dose as frequently as possible, e.g., 8 doses per day(dpd) 550 gpd / 8 dpd= 69 gal per dose (other combinations may be just as suitable) Since the manifold and delivery line will drain back to the pump chamber,the pumping volume must be increased to equal the volume in the manifold and delivery line. The volume increase is equal to 20 ft of 3 inch manifold pipe volume and 50 ft of 2 inch delivery pipe of 9 gallons. Therefore: Pumping Volume = dose vol + drain back vol = 69 gal + (7.4 gal+ 3.2 gal) = 79.6 gal Step 7. Calculate the Minimum Discharge Rate Minimum Discharge Rate = 9.4 gpm/ lateral x 5 laterals =47 gpm Step 8. Calculate Total Friction Loss Ld= 50 ft'(length of force main) Ch= 150 (If plastic pipe) Dd =2 inch(diameter of force main) Q,„=47 gpm (discharge rate) 63 Friction Loss = Ld(3.55Q,,,/ChDd 2 )1.85 = 50 ft(3.55 x 47 / 150 x 2 2.63)1.85 = 2.08 ft Network Losses= 1.31 hd = 1.31 x 2.5 ft= 3.28 ft Total Losses = 2.08 ft + 3.28 ft = 5.36 ft(round up and use 6 ft) (Losses in the pump chamber and the network due to tees, gate valves, check valves, bends, etc., must also be added to total losses.) Step 9. Select the Pump Unit Total Pumping Head= Static head+Friction Losses If the pump off elevation in the pump chamber is 5 ft below the lateral invert elevation,the total pumping head is: Page 15 of 29 Pressure Distribution Design Guidance 5 ft + 6 ft (friction losses from Step 8) or 11 ft Using head-discharge curves provided by the manufacturer, a pump able to discharge at least 47 gpm against 11 ft of head is selected. Step 10. Size the Pump Chamber Only one pump will be used on systems with a daily design flow of less than 2,000 gallons per day. A reserve volume equal to one day's average flow is necessary in case of pump failure. Therefore, a volume of 79.6 gallons (dose volume + drain-back volume) + 550 gallons (average daily flow) or 630 gallons, must be provided between the pump off switc�elev�ation um chamber invert elevation. The high water alarm switch is locatethe pump on switch. Page 16 of 29 Pressure Distribution Design Guidance DESIGN EXAMPLE#2 130 ft 65 ft W ' Sft 100 ft Central Manifold Soil Absorption System 200 ft Al Force Main Pump Chamber FIGURE 2-1 SYSTEM* WITH CENTRAL MANIFOLD CONFIGURATION FOR SOIL ABSORPTION SYSTEM *Design flows from 2,000 gpd to less than 10,000 gpd A pressure distribution network for a soil absorption system(SAS) is to be designed to receive an average daily flow of 8,400 gal. The SAS will be 100 ft x 130 ft. The pump chamber is to be located 200 ft from the network inlet. Page 17 of 29 Pressure Distribution Design Guidance Step 1. Lay Out a Network A central manifold configuration is selected as shown in Figure 2-1. Step 2. Select Perf6ration Size and Spacing Perforations are to be 'A inch diameter spaced 5 ft apart. Step 3. Select Lateral Diameter From Figure 8a: 1 '/2 inch laterals are required Step 4. Select Lateral Discharge Rate A minimum in-line pressure of 2.5 ft is to be used. From Table 1: Perforation Discharge Rate = 1.17 gpm No. of Perforations/lateral = 65/5 = 13 Lateral Discharge Rate = 13 x 1.17 = 15 gpm/lateral Step 5. Calculate Manifold Size This system is too large to determine the manifold size from Table 2. Therefore, the manifold diameter is determined based on the flow rate necessary to feed the distribution laterals and friction factors using standard hydraulic calculations. The designer must first divide the manifold network of 40 laterals (20 on each side of the manifold) spaced five feet apart resulting in 19 manifold segments (10015 — 1). Individual friction factors (F; ) in each segment are determined from: F; =(9.8 x 10-4�'1.85 where Q; is the flow in each manifold segment. The general equation for manifold diameter is: M 0.21 j L,F; �=1 D,,, = fh d where D,n is the manifold diameter, Li is the length of the manifold segment (in feet), F;is the friction factor in the manifold segment, f is the fraction of the total head loss desired in that segment and hd is the desired distal head pressure in the system. Since the designer needs to limit head loss throughout the manifold to Page 18 of 29 Pressure Distribution Design Guidance less than 10%, f must be less than or equal to 0.1. A single diameter manifold can be calculated by: M 0.21 LY_F; Sft x 881.87)1.21 D m = '=1 = = 7.8 inches or an 8 inch pipe fha 0.1x2.5ft Thus, an 8 inch manifold would be required. A single diameter manifold is not necessary. In order to save costs and improve performance, a telescoping manifold allowing smaller diameter pipe downstream can be designed. In this design, the value for f would be equally divided among all the segments and would be calculated as 0.1/19. The results of the actual calculations are shown in Table 2-1, the procedure for the first and second segment are as follows: First Segment F, _(9.8x10-4)30gpm1.85 =0.53 0.21 Sft x 0.53 D, _ =3.05 inches or 4 inches 00_1 x 2.5ft 19 Second Segment F2 =(9.8 x 10-4) Ogpm185 =1.91 0.21 Sft x 2.44 D2 = =3.63 inches or 4 inches 2x 0.1 x 2.5ft 19 remembering that 2.44 = F; = (F1 + F2) = (0.53 + 1.91). Table 2-1 Results of Calculations to Determine Manifold Segment Diameters Page 19 of 29 Pressure Distribution Design Guidance Segment Q,, Dm, Segment Q;, Dm Number gpm F; Y F. inches Number gpm F; F inches 1 30 0.53 0.53 3.05 11 330 44.72 195.58 6.37 2 60 1.91 2.44 3.62 12 360 52.53 248.11 6.58 3 90 4.04 6.48 4.09 13 390 60.91 309.02 6.77 4 120 6.88 13.36 4.48 14 420 69.86 378.88 6.96 5 150 10.40 23.76 4.83 15 450 79.37 458.25 7.14 6 180 14.57 38.33 5.14 16 480 89.44 547.69 7.31 7 210 19.38 57.71 5.42 17, 510 100.05 647.74 7.48 8 240 24.81 82.52 5.68 18 540 111.21 758.96 7.63 9 270 30.85 113.37 5.93 19 570 122.91 881.87 7.79 10 300 37.49 150.86 6.16 Inlet 600 135.15 1017.01 7.94 Remember that Q; in Column(2) is based on 15 gpm per lateral and that each segment has two laterals. Thus, manifold segments: 1-2 are 4 inch segments 3-9 are 6 inch segments 10-19 are 8 inch segments Step 6. Determine Dose Volume The crown of the manifold is to be located below the lateral inverts. The manifold and delivery lines drain back into the pump chamber at the end of each dose. Therefore, the minimum dose volume is based on the lateral pipe volume only. The minimum dose volume is 5 to 10 times the total pipe volume. Minimum Dose Volume=Area 1 %2 inch lateral x lateral length x No. of Laterals x (5 to 10) = ;r(0.052)2 x 65 ft x 40 x (5 to 10) x 7.48 gal/cf = 1190 to 2387 gallons Dose leaching field as frequently as possible. e.g., use 1200 gal/dose 8,400ga1/day Doses per day= =7doses/day 1,200ga1/dose Must add volume drainingback to um chamber from manifold an delivery p o d p pipe to volume in chamber. 4 inch manifold= 10 ftir(0.17)2 =0.087sf x 1 Oft = 0.87cf 6 inch manifold= 35 ft7c(0.25)2 = 0.19sf x 35ft = 6.8cf 8 inch manifold= 55 ft 71 (0.333)2= 0.35 sf x 55 ft= 19.2 cf 200 ft of 1 115 in delivery pipe =200 x 7t (0.0625)2=2.4 cf 0.87cf + 6.8cf + 19.2 cf+2.4 cf= 29.3 cf Page 20 of 29 Pressure Distribution Design Guidance 29.3 cf x 7.48 gal/cf=220 gal draining back to pump chamber Minimum pump volume = dose volume + drain back volume = 1200 gal + 220 gal = 1440 gal Step 7 Calculate Minimum Discharge Rate Minimum Discharge Rate = 15 gpm/lateral x 40 laterals = 600 gpm Step 8 Calculate Total Friction Loss Ld=200 ft Ch= 150 (delivery pipe is plastic) Dd= 1 1/2 inch Q,,,= 600 gpm Delivery Loss (200 ft of 8 inch) =Ld(3.55Q../ ChDd2.63)1.85 =200 (3.55 x 600/ 150 x 82.63)1.85= 1.09 ft Network Losses = 1.31 hd= 1.31 x 2.5 = 3.28 ft Total Losses= 3.28 ft+ 1.09 ft=4.37 ft(round up and use 5 ft) (Losses due to tees, valves, bends, etc., must also be added to total losses.) Step 9. Select the Pump Unit(s) In this instance, two alternating pumps will be used. Total Pumping Head= Static Head+Friction Losses If the pump shut-off level in the pump chamber is 5 ft below the lateral inverts, the total pumping head is: 5 ft+ 5 ft(friction losses from Step 8) or 10 ft Using head-discharge curves provided by the manufacturer, select a pump able to discharge at least 600 gpm against 10 ft of head. Step 10. Size the Pump Chamber There will be two alternating pumps, a reserve volume equal to one day's average flow is necessary in case of electrical outages. Therefore, a volume of 1,440 gallons (dose volume +drain back volume) + 8,400 gallons (average daily flow) or 9,840 gallons must be provided between the pump off switch and the pump chamber invert. The high water alarm switch is located just above the pump on switch, the backup (lag)pump on switch is located just above the high water alarm switch. Page 21 of 29 Pressure Distribution Design Guidance APPENDIX B 10 Perforation 01arneter: 1/4 -in. (6.4 mrn.J 9 7 1 c � 1 1/4- 0 1 1/2' a; c2+ 0 4 a 3 3+ 2 1 // 4" m 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 ISO Lateral Length (ft.) Minimum Lateral Diameter for Plastic Pipe (Ch = 150) Versus Perforation- Spacing and, Lateral Length for- 1/4 in. Diameter Perforations (Otis, 1981) 10 Perforation Diameten 5/16-in_ (7.9 min.) 8 7 1p 1 1/44 C 2 � q 4 N 3 0 3 a 2 4" 0 0 10 20 30 40 60.. . 60 70 SO - 90'. 100 110: 120 130 140 150 Lotdral• Length M.) Minimum Lateral Diameter for Plastic Pipe (Ch. = 150) Versus Perforation Spacing and Lateral Length.for. 5/16' in. Diameter Perforations (Otis, 1981 ) FIGURE 8a & 8b: Minimum Lateral Diameter vs. Perforation Spacing & Lateral Length. (Figure 8a can be used for 1/8 inch diameter perforations) . Page 22 of 29 Pressure Distribution Design Guidance 10 Perforation ;Diameter: 3/8-in. (9.5 mm.) 9 8 as . , 11/44 1 „ vi .8 2" C 4 3" 0 3 2 4` . i V 0 . 0- 10 20 . 30 40 -50 60 -70 80 90 100 110 120 130 140 150 Lateral Length (ft.) Minimum Lateral Diameter for. Plastic Pipe (Ch = 150). Versus Perforation Spacing and Lateral Length for 3/8 in. Diameter Perforations (Otis, 1981 ) 10 Perforatla.n. Diameter: P/15-10�, (11.1 t!° mJ '9 13 . 7 1• 1 1/4� � 1 1 c 2` ( 5 3" 0 4 d ` 3 4.. 2 1 8v i 0 0=. 10:....20. .30 40 50 e0- ._70 80 ._.SO 100 i1i2 120 _130 144.:..150....... Lateral Length (ft.) Minimum Lateral Diameter for•Plastic Pipe (Ch 150) Versus Perforation Spacing and Lateral Length for 7r16 in. Diameter Perforations (Otis, 1981) FIGURE 8c & 8d: Minimum Lateral Diameter vs. Perforation Spacing & Lateral Length Page 23 of 29 Pressure Distribution Design Guidance 1.o Perforation 01arneter: 1/2 - In. (12.7 m rn.) 9. -- 7 1 r v Ni 5 3' v 4 w 3 4 V 2 e 6 ' 1 .0 O 10 20 30 40 50 60 70 80 90 10b. 110 120 130 140 150 Lateral Langth . (ft.) Minimum Lateral Diameter for Plastic Pipe .(Ch = 150) Versus Perforation Spacing'and Lateral Length for 1/2 in. Diameter Perforations (Otis, -1981) 1C Perforation Dlarrae4er= 9/16-Wi. (14.3 MM.) 9 S - 7 iJ $ 2 r 3 .e 4 1Co (�~ 0 3 CL 2 1 6" f ' 0 0 10 :20 30 40 60 60 70 80 90 100 110. 120 130. 140 150 Lateral length (.tt.) Minimum Lateral Diameter-for Plastic PiQe (Ch = 150.) Versus' Perforation Spacing and.-Lateral: Length-for 9/16--in. Diameter Perforations, (Otis., 1981) FIGURE 8e & 8f: Minimum Lateral Diameter vs . Perforation Spacing & Lateral Length Page 24 of 29 Pressure Distribution Design Guidance 10 Perforation Diameter: 5/8-in. (15.9 mm.) 9 -- r - U 6 � a 2 cn 5 y e 3 O 4 r O 0 3 4'. F y G. 2 fin i . 0 0 10 i0 30. 40 5Q 60 70 80 90 .100110 120 130 140 150 Lateral Length (ft._) Minimum Lateral Diameter for Plastic Pipe (Ch = 150) Versus Perforation Spacing and Lateral Length for 5/8 in. Diameter Perforations (Otis, 1981 ) FIGURE 8g: Minimum Lateral Diameter vs. Perforation Spacing & Lateral Length Page 25 of 29 i Pressure Distribution Design Guidance APPENDIX C Table 1 Perforation Discharge Rates in Gallons per Minute vs. Perforation Diameter and In-Line Pressure (adapted from Otis, 1981) Perforation Diameter (inches) In-Line 1/8 1/4 5/16 3/8 7/16 1/2 9/16 5/8 Pressure ft gpm 1.0 0.18 0.74 1.15 1.66 2.26 2.95 3.73 4.60 1.5 0.22 0.90 1.41 2.03 2.76 3.61 4.57 5.64 2.0 0.26 1.04 1.63 2.34 3.19 4.17 5.27 6.51 2.5 0.29 1.17 1.82 2.62 3.57 4.66 5.90 7.28 3.0 0.32 1.28 1.99 2.87 3.91 5.10 6.46 7.97 3.5 0.34 1.38 2.15 3.10 4.22 5.51 6.98 8.61 4.0 0.37 1.47 2.30 3.31 4.51 5.89 7.46 9.21 4.5 0.39 1.56 2.44 3.52 4.79 6.25 7.91 9.77 5.0 0.41 1.65 2.57 3.71 5.04 6.59 8.34 10.29 NOTE: Figures for 1/8 inch perforation diameters compiled by P. Spath, B. Dudley, (2001) Page 26 of 29 I Pressure Distribution Design Guidance Table 2 Maximum Manifold Length(ft) For Various Manifold Diameters Given the Lateral Discharge Rate and Lateral Spacing (from: Otis, 1981) Lateral Manifold Manifold Manifold Manifold Manifold Manifold Discharge Rate Diameter=1'/4" Diameter=1 ''/2" Diameter=2" Diameter=3" Diameter=4" Diameter=5" rEnd Lateral Spacing Lateral Spacing Lateral Spacing Lateral Spacing Lateral Spacing Lateral Spacing Manifol ft ft ft ft ft ft Center 2 4 6 8 10 2 4 6 8 10 2 4 6 8 10 2 4 6 8 10 2 4 6 8 10 2 4 6 8 10 Manifold 10 / 5 4 8 6 8 10 10 8 12 16 20 12 16 24 24 30 26 40 48 5670 42 64 84 96 110 84 134 174200 240 20 / 10 4 4 6 4 4 6 8 10 6 8 12 16 20 1624 30 32 40 1 26 40 54 64 70 54 84 106128 150 30 / 15 2 2 4 6 4 8 6 8 10 1216 24 24 30 20 26 36 48 60 42 64 84 96 110 40 / 20 4 4 6 8 10 10 12 18 16 20 16 24 30 32 40 34 52 66 80 90 50 / 25 2 4 6 8 8 12 12 16 20 14 20 24 32 40 30 44 60 72 80 60 / 30 2 4 8 12 18 16 20 12 16 24 24 30 26 40 48 64 70 70 / 35 2 6 8 12 8 10 10 16 18 24 30 24 36 48 56 60 80 / 40 2 6 8 6 8 10 10 12 18 16 20 22 32 42 46 60 90 / 45 2 4 8 6 8 10 8 12 18 16 20 20 28 42 46 50 100 / 50 4 4 6 8 10 8 12 12 16 20 18 28 36 40 50 110 / 55 4 4 6 8 10 8 12 12 16 20 16 24 36 40 40 120 / 60 4 4 6 8 10 6 8 12 16 10 16 24 30 32 40 130 / 65 4 4 6 8 10 6 8 12 16 10 14 24 30 32 40 140 / 70 2 4 6 8 6 8 12 8 10 14 20 24 32 40 150 / 75 2 4 6 6 8 12 8 10 14 20 24 32 30 160 / 80 2 4 6 6 8 6 8 10 12 20 24 32 30 170 / 85 2 4 6 4 8 6 8 10 12 20 24 24 30 180 / 90 2 4 4 8 6 8 10 12 16 24 24 30 190 / 95 2 4 4 8 6 8 10 12 16 18 24 30 200 / 100 2 4 4 4 6 8 10 10 16 18 24 30 Page 27 of 29 Pressure Distribution Design Guidance APPENDIX D Boo _ aafl • t 54fl 1so 14fl 140 40q 120 1t0 3fl0 t00 1M0 . 1 90 200 �3 e 60 c M 20 0 ° 2 a 15 50... Ca E1 10 00 . q 40. 4 J } ° 5 a � 80 J , 20 Y 3 70 a J • 6p ao so 2 50 s 4q t 50 40 !p E0 10 3q 80 top ' tti 20 15p 200 p 250. Nomograph for Determining the Total Pipe- Volume Given the Diameter, 10 Length and Number of Laterals (Manifolds) (Otis, 1981) Page 27 of 27 Pressure Distribution Design Guidance Page 29 of 29 I T y. SFiE T�ti Town of Barnstable �ASTAe . ' Board of Health 9 MASS. � i679• PTE0MAtA 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 February 22, 2016 Mr. Mark Melchionda 50 Nor'east Drive Sagamore Beach, MA 02562 ' RE 26 Johnson Lane, Centerville A=193-041 Dear Mr. Melchionda, Your request on behalf of your clients, Brian and Valerie Jansson, for approval of a building permit to construct an addition at 26 Johnson Lane Centerville, without first replacing the existing leaching facility which is located in close proximity to groundwater, is not granted. The subject property is located in close proximity to the lake. The applicant proposed to construct a second floor addition to the home; the projected cost of the construction is $160,000 according to the testimony provided by you during the public meeting. There is no disposal works construction permit record on file at the Health Division Office in regards to the existing septic system which consists of a leaching field. In 2003 and on April 4, 2004, septic system inspections were conducted at this property by a private DEP certified inspector. According to the diagram provided by the private inspector, there were no dimensions in regards to the size of the existing soil absorption system. Those reports were submitted prior to and in conjunction with a real estate transfer in 2004 and were considered "passed" only for the purpose of a real estate transfer, not for the approval of a building permit. Section 360-20, C of the Town of Barnstable Code reads as follows: 'The Board of Health may require the repair or replacement of an on-site sewage disposal system if...the bottom of the cesspool or leaching facility is less than four feet from the observed maximum groundwater elevation.' According to the septic system inspection report dated April 4, 2004, the leaching facility was located only 26" (2.2 feet) above the observed groundwater, without any adjustments for estimating periods of high groundwater, at this property. Q:\WPFILES\26 Johnson LaneCent Melchionda Feb2016.doc After careful consideration, the Board of Health voted unanimously to deny your request, thus requiring replacement of the leaching facility due to the following reasons: (a) This property is located in close proximity to the lake; (b)this proposal to construct a second floor addition projected at $160,000 is considered major construction; (c) the existing leaching facility is located only 2.2 feet above the observed groundwater table; a minimum of five feet is required per the State Environmental Code; (d) there is no record of a permit on file in regards to your existing septic system, and (e) the water quality of the lake has degraded over time partially due to discharges from septic system wastewater effluent containing bacteria, viruses, nitrate-nitrogen, phosphates, and various other pollutants. Sincerely yours, a e Miler, M.D. Cha man Q:\WPFILES\26 Johnson LaneCent Melchionda Feb2016.doc f Health Master Detail Page 1 of 1 V W Logged In As: TOWN\health Health Master Detail Wednesday,January 20 2016 Application Center Parcel Lookup Selection Items Parcel I Septic Perc I Well I Fuel Tank Parcel: 193-041 Location: 26 JOHNSON LANE,CENTERVILLE Owner: JANSSON, BRIAN &VALERIE J i i Business name: Business phone: Rental property: ❑ Deed restricted: ❑ Number of bedrooms :F- 0 E Contaminant released: ❑ Fuel storage tank permit: ❑ Save Parcel Changes ( Return to Lookup I Parcel Info Parcel ID: 193-041 Developer lot:LOT 2 Location:26 JOHNSON LANE Primary frontage:100 Secondary road: Secondary frontage: village:CENTERVILLE Fire district:C-O-MM Town sewer exists at this address: No Road index:0806 Interactive map: L Town zone of contribution:AP (Aquifer Protection Overlay District) State zone of contribution:OUT Owner Info owner: JANSSON, BRIAN &VALERIE J Co-owner: streeti:6 BRIDLE PATH Street2: city:SHREWSBURY state:MA zip: 01545 country: Deed date:11/1/2004 Deed reference:19197/345 Land Info Acres: 0.45 use: Single Fam MDL-01 zoning:RD-1 Neighborhood: 0111 Topography:Level Road:Paved Utilities:Public Water,Gas,Septic Location:Lake/Pond Front,Excel View Construction Info lBuildinq Nclyear Buil Gross ArealLiving Are Bedrooms lBatliroorns 1 11963 13684 P026 Bedroom 2 Full-1 Half Buildings value:$150,100.00 Extra features: $12,700.00 Land value: $367,100.00 http://issgl2/intranet/healthMaster/HealthMasterDetail.aspx?ID=193041 1/20/2016 Commonwealth of Massachusetts Executive Office of Energy &Environmental Affairs LitDepartment of Environmental Protection One Winter Street Boston, MA 02108.617-292-5500 DEVAL L PATRICK RICHARD K.SULLIVAN JR., Governor Secretary TIMOTHY P.MURRAY KENNETH L.KIMMELL Lieutenant Governor Commissioner GENERAL USE CERTIFICATION Pursuant to Title 5, 310 CMR 15.00 Name and Address of Applicant: Bio-Microbics, Inc. 8450 Cole Parkway Shawnee, KS 66227 Trade name of technology and models: MicroFAST® Treatment System, Models:MicrOFASTR 0.5, 0.75, 0.9, 1.5, 3.0, 4.5 and 9.0; HighStrengthFASTO Treatment System Models HighStrength FAST91.0, 1.5, 3.0, 4.5 and 9.0 and NitriFAST® Treatment System Models NitriFAST® 0.5, 0.75, 1.0, 1.5, 3.0, 4.5 and 9.0 (all hereinafter called the "System"). Schematic drawings illustrating each System, a design and installation manual, an owner's manual, an operation and maintenance manual, and an inspection checklist are part of this Approval. Transmittal Number: X236074 Date of Issuance: Revised February 12, 2013 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000,the Department of Environmental, Protection hereby issues this General Use Certification to Bio-Microbics, Inc. 8450 Cole Parkway, Shawnee, KS 66227 (hereinafter "the Company"), certifying the System described herein for General Use in the Commonwealth of Massachusetts. The sale, design, installation, and use of the System are conditioned on compliance by the Company,the Designer, the Installer, the Service Contractor, and the System Owner with the terms and conditions set forth below. Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CMR 15.000. February 19, 2013 David Ferris, Director Date Wastewater Management Program, Bureau of Resource Protection This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5761.TDD#1-866-539-7622 or 1-617-574-6868 MassDEP Website:www.mass.gov/dep Printed on Recycled Paper 1 L Bio-Microbics,Inc.-MicroFASTO,HighStrengthFASTO,NitriFASTO Page 2 of 3 Revised General Use Certification Issue Date: February 19,2013 Technology Description The System is a Secondary Treatment Unit(STU). The System, MicroFASTO 0.5, 0.75, 0.9, 1.5, 3.0, 4.5 and 9.0, and HighStrengthFASTO 1.0, 1.5, 3.0, 4.5 and 9.0, and,NitriFASTO 0.5, 0.75, 0.9, 1.5, 3.0, 4.5 and 9.6 units are installed in a tank or tanks having a primary settling zone and an aerobic biological zone. Solids settle in the primary settling zone that is quiescent. In the aerobic zone, the sewage is continually agitated and aerated. Bacteria in the sewage attach to the surface of the submerged plastic media; they reproduce by consuming the organic material in the sewage. Conditions of Approval The term "System" refers to the STU in combination with the other components of an on-site treatment and disposal system that may be required to serve a facility in accordance with 310 CMR 15.000. The term"Approval" refers to the technology-specific Special Conditions,the Standard Conditions for General Use Certification of Secondary Treatment Units, the General Conditions of 310 CMR 15.287, and any Attachments. For Secondary Treatment Units that have been issued General Use Certification for the installation of a System to serve a facility where the site meets the requirements for new construction and the design flow is less than 2,000 gpd, the Department authorizes reductions in the effective leaching area(310 CMR 15.242), subject to the Standard Conditions that apply to all Secondary Treatment Units with General Use Certification and subject to the Special Conditions below applicable to this Technology. Special Conditions 1. The System is Secondary Treatment Unit with General Use Certification. In addition to the Special Conditions contained in this Approval, the System shall comply with all the "Standard Conditions for General Use Certification of-Secondary Treatment Units", except where stated otherwise in these Special Conditions. 2. The System is approved for facilities where the design flow is less than 10,000 gpd and where a conventional system with a reserve area exists or can be built on-site in full compliance with the new construction requirements of 310 CMR 15.000 and has been approved by the local approving authority. 3. The MicroFASTO 0.5, 0.75 and 0.9, HighStrengthFASTO 1.0 and NitriFASTO 0.5, 0.75 and 0.9 are installed in the second compartment of a two-compartment tank with a total liquid capacity of at least 1,500 gallons constructed in accordance with 310 CMR 15.226. 4. The MicroFASTO, HighStrengthFASTO and NitriFASTO 1.5 are installed in the second compartment of a two compartment 3,000-gallon tank constructed in accordance with 310 CMR �i 15.226. U ' w012368 Bio-Microbics,Inc.-MicroFAST®,HighStrengthFAST®,NitriFAST® Page 3 of 3 Revised General Use Certification Issue Date: February 19,2013 5 The MicroFAST®, HighStrengthFAST® and NitriFAST® 3.0, 4.5, and 9.0 units are installed in a separate tank constructed in accordance with 310 CMR 15.226. The units are located between a standard Title 5 septic tank, designed in accordance with 310 CMR 15.223 and 15.224, and the soil adsorption system (SAS). 6. Access shall be provided to all tanks in the primary settling and aerobic biological zones in accordance with 310 CMR 15.221 (2). The primary settling tank shall have at least three manholes with readily removable impermeable covers of durable material provided at grade. Two manholes, over the inlet and outlet of the primary settling tank, shall have a minimum opening of 20 inches. All access ports and manhole covers shall be installed and maintained at grade to allow for maintenance of the System. w072368 For Meeting of Board of Health on February 9, 2016 PROPOSED ADDITION at 26 Johnson Lane, Map/Parcel 193-041, Centerville Two separate construction items: 1) expanding Family/Bedroom on second floor to have bathroom in attic space and extend over garage, and 2) enclose the first floor patio. Per inspection report, original date of 11-19--03 `further evaluation", and revised 4-04-04, the system is a four bedroom with leaching system of septic is less than four feet above groundwater, and passed. Was purchased with the current system as a four bedroom and approved septic report. f LAW OFFICES OF STEPHEN R.MANNING,P.C. MEADOW PLACE SOUTH 200 North Main Street, Suite Two .East Longmeadow,MA 01028-2354 Hyannis Office East Lonemeadow Office P.O.Box 1269 Telephone(413)525-1119 Hyannis,MA 02601 Telecopler(413)525.1904 :Telephone(508)778-2548 Toll Free(800)850-5775 Correspondence to East Longmeadow Office Email: MsnningLegai.com.' September 8,2004 VIA UPS Patrick M.Butler,Esq. Nutter,McClennen Fish,LLP 1513 Iyannough Road Hyannis,MA 02601-1630 RE: Premises at 26 Johnson Lane,Centerville,Mass. Dear Attorney Butler: We enclose the Purchase and Sale Agreements(4)executed by our clients,Mr. and Mrs.Janson, along with a check for the deposit in the sum of$41,250. Our Agreement is contingent upon receipt of a Title V report that indicates the system is approved for a four(4)bedroom dwellmi ,which Mimi Fowler at your office has indicated she will forward to us. Please return two(2)fully executed Purchase and Sale Agreements to my office . once your client has executed the Agreements. Thank you. Very truly yours, Stephen R.Manning SRM/dl Cc: Mr. and Mrs.Janson US DOCUMENT HAS AN ARTIFICIAL WATERMARK PRINTED ON THE BACK THE FRONT HAS A IAICRO•PRINr •\ SIONANRE LINE AND HOLOGRALL ABSENCE OF THESE FEATURES WILL INDICATE A COPY. 4567290 OFFICIAL.CHECK 2-1 fo..' Sovereign Bank 960 l . Agent for Travelers Express :�(emo:BR T_AN/VALERI E J ANSSON ��Y-Y�•�'k��'n[r_a 2�.IC.CC 09103J20014 Brandt is 715 void If Amour: Sver TO THE Drawer:Sovereign Bank ORDER OF -'JTTSN REAL ESTnTE 3SUED BY:TRAVELERS EXPRESS COMPANY INC. AUTHORIZED SIGNATURE P.O.BOX 9476,MINNEAPOLIS,M<I 55400 IRAWEE: US BANK.ST.PAUL,MN 111456? 29011' 1:0960167651:OL600 10 6 2 5 4 6 2110 Cape Cod Real Estate-Distinctive Real Estate offered by Cotton Real Estate Page 1 of 1 4 d - e - - e to c a I� IIV � C1�R151 COTTON � T G's Waterfront on Wequaquet Lake -26 Johnson Lane, Centerville Price Bedrooms Baths Half Baths Style $869,000 4 2 0 Waterfron - ..r MIS #2036478 Wonderful waterfront home on of We q Lake sit§on almost a half acre and offers over 155'of frontage with your own dock and unbelievable water vi, of one of the most beautiful lakes on Cape Cod.Swim, boat,jet ski,kayak...do whatever your heart desires! oil .-__. I I Osterville,MA I Hyannis,MA 508-428-9115 or 800-851-9115 E-mail 508-775-0900 or 800-775-9• hq://www.cottonre.com/listings/PropertyListing.asp?Id=7995 6/19/2004 TOWN OF BARNSTAB .E BLALDING PERMIT APPLICATION Map Parcel G Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation/ Hyannis Project Street Address O Village Owner 'AR, Z AX 6 X IAV 7.Ati ScSG/U Address S21 D-24�_ Telephone Permit Request 2121 D 6/ Square feet: 1 st floor: existing zoproposed 2nd floor: existing&K proposed - Total new Zoning District Flood Plain i��920,(>aroundwater Overlay Project Valuation s75 Construction Type Lot Size_�C3 2�� Grandfathered: ❑Yes ❑ No If yes; attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes Ovo On Old King's Highway: ❑Yes,.No Basement Type: ❑ Full ❑ Crawl ❑Walkout )c Other .5' Basement Finished Area(sq.ft.)_ 4 'A Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new 70T&alf: existing new — Number of Bedrooms: existing Total Room Count (n including baths): existing new First Floor Room Count Heat Type and Fuel: XGas ❑ Oil ❑ Electric ❑ Other Central Air: , Yes ❑ No Fireplaces: Existing ./ New Existing wood/coal stove: ❑Yes>CNo Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing. ❑ new size_ Attached garage X existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ��60 If yes, site plan review# Vim, Current Use s'//JL�i��/ /�J�,_ Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) NameIg/�1� �' �1C�rr/l/�,� Telephone Number 6e5e- i Address License# Co3c /69 .a ,, Home Improvement Contractor# Email C� � C �„�Sl� 425-7" Worker's Compensation # �j/CG fay�e? 2,01 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 1 SIGNATURE DATE 1 R 4 -_- Town of Barnstable P# l yl �e i Department of Regulatory Services Public Health Division Date 3 MA9.4 re3y. 200 Main Street,Hynnula MA 02601 • �b'°�fr►�KF I Date Scheduled / d / � Thne 'U p Tee Pd. �(J Soil Suitability Assessment for Sewage Disposal Pcrrormcd^By:_ �4 At A_.) r NI R�!aa�f: 31 t" Witnessed By: ��V t(� t•" �A44�a r�lrt ��' k� LOCATION&,GENERAL INFORMATION _ Location Address Owner's Name gp,^N tlm.k&2rc JiPN.S.Sp�tJ Address (p 6 P t OC C PA,-1�} '06"`ITTVI LCl<, I,AA r, Assessor's Map/Parcel: b / a.A5 te�.A f a �•A�A$ 3 Engineer's Name NEW CONSTRUCTION REPAIR J►bneff ) PIA, TelaphLand Use Slopes(96) /, Surface Stones Dlstanceafrom: Open Water Body- _JP tt PossibleWet•Area Y ft DrinkingVJatorWcll NI� ft Dralhage Way '2 U ft Property Line L/ ft Other {t SKETCH:(Street name,dimensions of lot,exact locations of test holes&pore tests,locate wetlands-In proximity to holes) ALL AHk-A5 ._---,� .,,�.. t 0�� VGA RF t may' Lpti� Y L TOP L! `` Nrsi�'.i` airy.,$; ...._. i •J� e fY;'s J� i c � \ �.ry ..�' `;, t•9,d7�i tF-.Ahf�. ✓a;.t..1:; 1� ,g m ..t;•a� 4 WALK WATR '\�I OAT' pad. ) � - �...._ l l!:..,.,.�.3� u�` rttd AL tFtA:pp3,S� z=. „ Parent material(geologic) &L,aCI A l Depth to Bedrock Depth to Groundwater. Standing Water 1n Hale: ��Z Weeping*oni Pit Pace Estimated Seasonal High Groundwater- CL, 1 ,5 D�E7-TERMINATION FOR SEASONALMICH WATHR TABLE r Method Used: U) Depth Observed standing In obs.hole: In. Deptlt to soil Inottlall: Ill,' Depth to weeping from aide of obs.hole: in, Groundwater Adjustment tt. Index Well•#? Rendingbato: Index Well 1pvol�_ Arj4actor, _._,_ Adj.dreundwater••Leval, PERCOLATION TEST Observation (Sl.EvE At)&L, sis �11�f�C.l:�t '4� — Hole 11 ( _ Time at 4" Depth of Per 'Pima at 6" Start Pro-soak Time @ _ Time(9"41) End Ptc-soak Rate Mln./Inch Site Sul[ability Assessment: Slto Passed V Site Failed: Additional Testing Needed(Y/N) /0 Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Consefvation Division at least one (1) week prior to beginning. QAS BPTIC%PBRCFO RM.DOC DEEP,OBSERVATION HOLE LOG Hole# 1 Depth from Soli Horizon Soil Texture Shcl Color Soil. Other Surface(In.) (USDA) (Munsell) Mottling (Stnucturo,Monet;Boulders. a tslstency %0 -60 'Orevell �r l-oAt-erg /G`•j� ��I 121 DEEP OBSERVATION HOLVI LOG Hole# Depth from Soil Horizon . Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. =` hol 111",�Sl (�y DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Sail Color Soil Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.. o ea DEEP OBSERVATION HOLE LOG Hole# Depth from Sol]Horizon Soil Texture Soil Color soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones',Boulders, 0 flood Insurance Rate Man: Above 500 year flood boundary No— Yes . Wlthln 500 year boundary No Yes,_ r Within 100 year flood boundary No. ,Yds,:,— Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious mliterlal exist in all areas observed throughout the area proposed for the soil absorplibn system? If not,what Is the depth of naturally occurring pervious matarlal? Certification I certify that on /9` _(date)I havepassed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and experience described In 10 CMR 15.017. Signature Datb 11116 Q:WEPTIMBRCPORM.DOC it N down cape engineering, inc. SIEVE SOILS ANALYSIS 26 JOHNSON LANE BARNSTABLE, MA ®ATE OF REPORT: 418116 JOB a GRAIN SIZE ANALYSIS—SIEVE TEST SITE: 26 JOHNS®N LANE, BARNSTABLE LOCATION: Shawn MaclnneS TEST DOLE SIEVE ANALYSIS Weight Sample(Grams): 214.3 SIZE ;WEIGHT RETAINED % RETAINED % PASSED --------------: (sum--------•---- :-------------------- 1" 0.0: 0.0%: 100.0% ------------------------------------- ---------------------�------------------- 3/4" 0.0 �---------100:0% - -------------f--------------------------A--------------0% 1!2" 0.0 - --0 0%'----------100.0% --------------f----------------- ----------- -------------- --•---------------.---- I--------------------- ------------------ #4 ----- 0.0; -- - 0------------100.0% #10_ 13.4: 6.3%: 93.70 #20 3 - --------------------- #40 _37 2%; .---__---_62:8% #50---------f---------------------• 2.7;------------ ,. #50 112.7; 52.6%; #80 -------------------158.7 ------------74:1%I-- 25.9% ------------- h— - #100 ------------------176.2: 82.2% ------ 17.8% -------------f -- ------------- -------: #200 198.3; 92.5°!0; ___7.50 -------------f- - ---------------------------- PAN: ------------------210 1 T------------100 0_--------------0.0% SAMPLE 214.3; NOTE:TEST ON PASSING#4 ONLY, 1.7% RETAINED ON#4<45% O.K. RESULTS: SOIL CLASSIFIED AS AASHTO A-3(FINE SAND) (UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING#4 SIEVE : #4 100% (TEST ONLY MATERIAL PASSING#4) OK #5010%-100% OK #100 0%-20% OK #200 0%-5% DOES NOT MEET SAMPLE DOES NOT MEET TITLE 5 FILL SPECIFICATION >92%SAND RESULTS: PERMEABLE MATERIAL-CLASS 1<8 MIN./IN. MATERIAL(0.66 GPMlSF) NONCOMPACTED SOIL DESCRIPTION: FINE SAND W/SILT _'r y: `)I [ft r� �.M r COMMONWEALTH OF MASSACHUSETTS ' x EXECUTIVE OFFICE OF ENVIRO1�r1VIENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTS L-X-R-OTE.CTION RECENC.ED V � V � yy APR 7 2004 TOWN OF 6A,vi,.ST"LE HEALTH DEPT. TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: :5 fAAP Owner's Name: C-Ot PARCEL Address: Date of Inspection: H� " "C7 LOX Name of Inspector: (please print— Brown Company Name: Douglas A n Septic Inspections Mailing Address: RO Rw 145 Telephone Number: Wile,GenteF CERTIFICATION STATEMENT I certify that 1 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: asses Conditionally Passes Needs Further Evaluation by the Local Approving Authority �— - Fails Inspector's Signature: Date: The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection.If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer,if applicable, and the approving authority. Notes and Comments l I /� o U Sr r i c /� ("�f i0 v -i c7� f d t by 7J,A t'l 41M A t R le-evly A t(J f roved 5 s e" � Fie # s.z: >7zq- ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 ��v�s�c� PIYQ JC13112,eKV ( e Page 2 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 9 C, 1 ei In N 5CM3i ta,•► Owner's Name: i= to t- t- Owner's Address:. Date of Inspection: LN- 4 -G 4 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A.:Sy�ste asses: I have not found any information which indicates that any of the failure criteria described in 314 CMR 15.303 or in 310 CUR 15.304 exist.Any failure criteria not evaluated are indicated below. Comme ts: l,.i ✓��v�.�-;vim6 ' . ld 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 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 ex[iltration 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 24 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced The system required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: Owner's Name: Owner's Address: . Date of Inspection: yj —0 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 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 coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. 3. Other: OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: .20 J U 6i,n1 !r LtuJ (- (*,r-j A k�E' Owner's Name:- T-c Owner's Address: Date of Inspection: _ Yi - i -0 4 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for aII inspections: Yes No t/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 . A�Liquid depth in cesspool is less than 6"below invert or available volume is less than May flow — ✓Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped _ ,ny 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. -✓Airy portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP.certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal 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.] tD(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. 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• You must indicate either`yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no the system is within 400 feet of a surface drinking water supply _ the system is within 200 feet of a tributary to a surface drinking water supply — _ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes". in Section D above the large system 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 Page 5 of I 1 OFFICIAL INSPECTION.FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: Qr, TC264c4-,5 wj Owner: Ld Ucv�b-effi Date of Inspection: LI""I,&-t Check if the following have been done.You must indicate`yes or"no"as to each of the following: Yes No �umping information was provided by the owner,occupant,or Board of Health �e any of the system components pumped out in the previous two weeks? --"Has the system received normal flows in the previous two week period? 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 trees,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: Yes no 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(3)(b)] 5 Page 6 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: Owner's Name: �- Owner's Address: Date of Inspection; 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):LJ Lt Number of current residents: Q_ Does residence have a garbage grinder(yes or no):Is �1(� dry on a separate sewage system(yes or no): [if yes separate inspection required] Laundry system inspected(yes or no): Seasonal use: (yes or no):r�o Water meter readings,if available(last 2 years usage(gpd)): t 0j(°(w/V, Sump pump(yes or no):, Last date of occupancy: .N fj COMMERCIAL/INDUSTRIAL: Type of establishment: Design flow(based on 310 CUR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or.no):— Industrial waste holding tank present(yes or no): Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings,if available: Last date of occupancy/use: OTHER(describe): Pumping Records GENERAL INFORMATION Source of information: Was system pumped as part of the inspection(yes or no): If yes,volume pumped: pllons—How was quantity Pumped determined? Reason for.pumping: 7� F SYSTEM eptic tank,distribution boar,soil absorption system _Single cesspool Overflow cesspool Privy Shared system(yes or no)(if yes,attach previous inspection records,if any) Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) —Tight tank —Attach a copy of the DEP approval —Other(describe): Approximate age of all components,date installed(if known)and source of information: t!ti Were sewage odors detected when arriving at the site(yes or no); Page 7 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM ,PART C SYSTEM INFORMATION(continued) Property Address% L Owner's Name: T f Owner's Address: Date of Inspection: BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction:_cast iron _40 PVC_other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK:_(locate on site plan) Depth below grade: Material of construction:—concrete metal_fiberglass Tpolyethylene other(explain) If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of certificate) i Dimensions:. 1 QQQ Q Sludge depth: g �' Distance from top of sludge to bottom of outlet tee or bale: % Scum thickness: T fc{L(-' Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee baffle: How were dimensions determined: i N i Ue p�t) t,�i 1 h� �cS�o '_ S b►U �l Comments(on pumping recommendations,inlet and outlet tee or bafffe condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): GREASE TRAP:_(locate on site plan) Depth below grade: Material of construction: concrete_metal fiberglass___polyethylene_other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): -Page 8 of I I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: a C&O of N; Owner's Name: Owner's Address: Date of Inspection: 4 Ll —0 tl 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: aaLlons Design Flow: gallonsiday. Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: �(� Level �'t-' c)o+1_+ - Comments(note if box is level and distdbuti n 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 or no): Alarms in working order(yes or no): Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): i Page 9 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 96, v j11 eJ v(i Owner's Name: Owner's Address: Date of Inspection: SOIL ABSORPTION SYSTEM(SAS):_(locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number: leaching chambers,number: leaching galleries,number: 1paching trenches,number,length: ching fields,number,dimensions: overflow cesspool,number: innovativelalternative system Typetname of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation, etc.):. 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 or no): 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): Page 10 of 11 OFFICIAL INSPECTION FORM—NOT.FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: (; d±)1(')cJ NN 1'v�Ww Owner's Name:_ r^ i.cV\-►'4 e r`r Owner's Address: Date of Inspection: Lf -0 L1 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 fleet.Locate where public water supply enters the building. n 77' LPa�� rig\1 i Page 11 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 9 Q 10 W,3 V-,J+C Owner's Name: 1— Owner's Address: Date of Inspection: LA SITE EXAM Slope% I e j e N Surface water% Check cellar: Shallow wells Estimated depth to ground water feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: 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: r You must describe how you established the high ground water elevation: .t-hry slN LecCh ��kek c,ukj� b�eq-k3 ttA3 3 f6rA bc—v- 'GM Q ��Ccc� i 1� kc) ;6 rc?JtZ wcj er 1 S -a �/ COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION , e DEC 2 2003 TITLE 5 TM N OF Bf;INSTABLE HEALTH DEPT. OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A . CERTIFICATION Property Address:. N MAP � �- C Nf't�e v -e o�G'3�— PARCEL. Owner's Name: 83G7 -5270 'LOT Owner's Address: --- _- Date of Inspection: `� /9 —�j Name of Inspector: (please printj}p��ac A Br wry Company Name: Mhijn o Bwwn Septic Inspections Mailing Address:_ pv� LIAR Telephone Number: A 02632 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspdction.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 nditionally Passes Needs Further Evaluation by the Local Approving Authority ails 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. Notes and Comments p-O 6-e ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 r PART VIII: ONSITE SEWAGE DISPOSAL REGULATIONS SECTION 11.00 CRITERIA FOR DETERMINING A SEPTIC SYSTEM REPAIR OR REPLACEMENT ADOPTED 6/11/91, EFFECTIVE DATE 6/11/91 `�Op THE Tp� ► iARMSfABM MASS. i639. A Town of Barnstable Board of Health CRITERIA FOR DETERMINING A SEPTIC SYSTEM REPAIR OR REPLACEMENT To protect the public health against potential sources of contamination of the ground and surface waters in the Town of Barnstable,the Board of Health adopts the following Regulation:. SECTION 1.1 General Requirements: The Board of Health may require the repair or replacement of an onsite sewage disposal system if any of the following apply: (a) there is evidence of sewage flow to the surface of the ground, (b) there is structural damage to the components of the system which prevent it from functioning as required, (c) the bottom of the cesspool or leaching facility is less than four(4)feet from the observed' maximum, groundwater elevation, (d) the system was pumped more than two(2)times in a ninety(90)day period(excluding maintenance pumping of grease traps), (e) there is evidence of breakout, (f) there was sewage back-up into the house because of a non-functioning leaching area, (g) the edge of a leaching area is less than 100 feet from a well or less than 50 feet from a watercourse, as defined in 310 CMR 15.00: THE STATE ENVIRONMENTAL CODE, TITLE 5• MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE, (h the standing liquid level in the leaching facility(s)is at or above the invert pipe'elevation, (i) according to current local regulations, the system is not properly sized to accommodate a proposed change in use or expansion of a building or dwelling, 78 (j) any other condition deemed by the Board of Health to require maintenance as defined under 310 CMR 15.02 the State Environmental Code Title V, Section(19). SECTION 1.2 Variance and Enforcement Procedures: 1.21 Variances may be granted only as follows: The Board of Health may vary the application of any provisions of this Regulation with respect to any particular case when, in its opinion (1) the enforcement thereof would do manifest injustice; and (2) the applicant has proved that the same degree of environmental protection required under this title can be achieved without strict application of the particular provision. 1.22 Every request for a variance shall be made in writing and shall state the specific variance requested and the reasons therefore. Any variance granted by the Board of Health shall be in writing. Any denial of a variance shall also be in writing and contain a brief statement of the reasons for the denial. A copy of any variance granted shall be available to the public at all reasonable hours in the office of the Town Clerk or the Board of Health while it is in effect. 1.23 Any variance or other modification authorized to be made by these regulations may be subject to such qualification,revocation, suspension or expiration as the Board of Health expresses in its grant. A variance or modification authorized to be made by these regulations may otherwise be revoked, modified or suspended, in whole or in part, only after the holder thereof has been notified in writing and has been given an opportunity to be heard in conformity with the requirements of 310 CMR 11.00 for orders and hearings. 1.24 Each section of these rules and regulations shall be construed as separate. If any section; regulation, paragraph, sentence, clause, phrase or, word of these rules and regulations shall be declared invalid for any reason, the remainder of these rules and regulations shall remain in full force and effect. 1.25 The provisions of Title 1 of the State Environmental Code(310 CMR 11.00) shall govern the enforcement of these regulations. SECTION 1.3 Penalty: 1.31 Penalty for failure to comply with any provision of this regulation shall be governed by Massachusetts General Laws, Chapter 111, Section 31. Each day's failure to comply.with an order shall constitute a separate violation. 1.32 Further,the Board of Health,after notice to and after a hearing thereon,may suspend, revoke, or modify any license issued hereunder for cause shown. This regulation is to take effect on June 11, 1991. Ann Jane Eshbaugh, Chairman Susan G. Rask Joseph C. Snow,M.D. 79 N co LO m C Z go = U �U 1z 0 �cNDW Z OXO =02 W wOq REV. NO. eao EXIST. XIKLL Q W IXIST.IXI IXI57, D(ST. IXIST. � , ( 0 IEJ EXIST. ULj ROOM Lx Y. "1 � BATH (Cl I �� EXIST. kid Z, � EXIST.OM $O o DI NG A_____ Folow ( Nw. ( z � 0 U) Z z D(I5T. O EXIST. Q IX15T. ExocT. �o���i ii�Yut ( p I - D115T. - DlIST. . IXIST. M x. W Q CM W 14l EXIST. FIRST FLOOR PLAN 2R0J. 325 NO. ' DWG. NO.: Ex. 1 N Co o c g Z - O = U U 0 IM Qww z apo a: (D Um2 r.X J M a:CD :REV. NO. d LL.. EXIST. J/�� EXIST. EXIST. EX15T. E)(15T. EXIST. I V/ J eA i. I Z W A i 0 U > s TUB I W (W— �A [) ED EXIST. c( FAMILY RM. J Hof Z U) V I w+ O I V J �"'� Z 4 LJ L, - O cn I O L co •tl EXI51r. r� EXIST. SECOND FLOOR PLAN Lu Q n a PROJ. NO. 213-325-1 DWG. NO.: Ex. ° N 1 0 W: 11 Cie W ; . SnNO BUILDING) 0- I I s0.98 W IL ln' U1: W W.W 0 W Z A r. REV.NO.:2 11w -r DATE: la i cq I o 1 EXIST. {3 cn --v O 3 r «IST: A oo T, IXIST: DEIST. EXIST. EXLST.. EXIST. EXIST: EXIST. fX O O EXIST.. 1- PDR. i olsT. EX(ROOM O EXIST. foBATH ROOM S EXIST. e EXIST. Ej BEDROOM io pp����DINING 1__ AREA, lei I DW REF. EXISTING KITCHEN -- EXIST. x �I STORAGE f-I a EXIST. °r j; • 1.4 NEW! ( © r p �© ate' EXIST. tatD,* ` r j EXIST. LIVINGr BEDROOM - ROOM Y fi> Pli" NEW FRONT DOORE. N i W., �{ i I .VMIFY W/OWNER); , AULT. �l,© 2'o'i�' { r^, CLO3. V CUR.) 1�IL . \ €_� �r 1--1 L'XIST. A / DEIST. D• 4 i'I� EfOST. AW 251 2 TW 2048! - 3 D6 W fi w Z 06 D8 < ,,��1I z (EXISTING;BUILDING) (NEW CONSTUCTION) ,(NEW/CKIST.CONMCTION) 1• v 1 O GENERAL NOTE5: CQ 1.) CONTRACTOR IS TO VERIFY EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO'THE'START OF WORK FIRST FLOOR PLAN I'SCALE S.) CONTRACTOR TO REMOVE EXISTING WALL%,DOORS AND WINDOWS IETO.AS REWIRED FOR NEW CONSTRUCTION. r /8"—Vz—01 A) ALL NEW!CONSTRUCTION TO MATCH EXISTING CONSTRUCTION IN MATERIAL,DETAIL AND FINISH: LEGEND NOTE: DATE 4.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT SMOKEDETECTOR! ALL WINDOWS ARE TO BE FIRST FLOOR TO BE W-10•ABOVE SUBFLOOR O EXISTING WALL tONSTRUCTION TO REMAIN ANDERSEN 400 SERIES: a) ALL WORK SHALL CONFORM TO THE MASSACHUSETTS' NEW WALL CONSTRUCTION CARBON`MONOXIDE.;'DETECTOR' TW W./, APPLIED GRILLES 9/1/2015 �., STATE BUILDING CODE AND,ALL OTHER APPLICABLE C:3 EXISTING WALL'CONSTRUCTION TO BE REMOVED HEAT DETECTOR INSIDE,AND OUTSIDE F t LOCAL CODES A' 6.) ANY DISCREPANCIES ERRORS,AND'/OR OMISSIONS IN THE NOTES _ - ?PRO . IV O. DIMENSIONS AND/OR DRAWINGS CONTAINEDON THESE DOCUMENTS - 9 SHALL BE BROUGHTi TO THE ATTENTION OF THE DESIONER'PRIOR T0. - �?�— �_ COMMENCEMENT OF CONSTRUCTION.PROGEEDING:WITH CONSTRUCTION CONSTITUTES'ACCEPTANCE OF THESE:DOCUMENTS AND ANY DISCREPANCIES ERRORS AND/OR OMISSIONS BECOME THE RESPONSIBILITY OF THE DWG. NO. BUILDING CONTRACTOR. 7.) CONTRACTOR IS TO DCUBLE:ALL JACK&KING STUDS Dil AND'PROVIWSOUD BLOCKING O3HORIZONTAL PLYWOOD SEAMS - i Z�5 � o 4 W • C uwuu Cfwz EV.NO.:2 ATE: a 3 UD ;..._.,;..:.:<:,.............,. Ds COO o .c D6 CZ v Dtl3T. I ma T. AND.T. ANC. I U TW243111 NEW MASTER AWND. + nQ QQ 00 ram, IX19T. IX19T. EXIST. EXIST. EXIST �NWR� � 8'TU8 .--� FFGG 9ATH' �` to * AND. >; O O ROOM / NEW m �, C11 a GQ v TUB ggm AW251 vlcr.DR. 1 q I I ® EXIST. zo; * + * FAMILY RM. — P — fLT I� o II I) - - EXIT I I I • NbALL,BEDROO L J WALL W 261 ?A+ AW 261 W NEW II BELOW W Y-0 _ _ - Y+9 ' IIW.I. CL QffjII (1 30 EJ : .:C13 33 NEWBEL ROOF O c- 4 PO T. / EXIST. OOF 3 D6 ^ '^ w - A Fx=` Uh U5 0 (EI0911N6 WWNG) (NEW CONSTUCTION) (NEW/EXIST.CONSTUCTION) Q SCALE NEW SECOND FLOOR PLANLEG = DUNINO WALL CONSTRUCTION REMAIN SMOKE DETECTOR DATE S ® NEW WALL CDNSTRMC'nCN CARBON MONOXIDE DETECTOR /1/2015 C DOS71NO WALL CONSMIDTION TO BE REMOVED P R 0 J. NO. 213-917-1 D WG. N 0. D 2 0 L2r0 u 0aizw �000 � z°2�N0 t (ETGstwc eunnDao) � ��o�� N' LU QwZ REV.NO-:2- DATE: 1, a A z r} SIDING SEE ELEVATION ... .......-...... .. 'TYVEM NOUSEWRAP �i O N V p 1/2'COX PLYWOOD, - i 0 18"0. - - ! yt4 Q (MATCN ETaM" I O V R-20'.SPRAY/FOAM INSUL MATCH EXIST.FlN.FiA. I EXIST. .,.., -.,... •: ,Q \^ Q00� S MIL POLY VAPOR!BARRIER I i+. W '9/&TOP 1/S i i ...OF SLAB 1/2'C.W. lz s1 CON0.SLAB !�� B'COMPACTED P.T.2R4'SRl FlLL t I ! r�+t ~ O • d i FBI ♦ EXIST. W. (� • ,. � .ate•• ... , NSAl10N •.....r. r� ...:per • ;x Ij :. ,. ,.p• : ,A '` �OOST. SLae 1 CATION sue- •10 •.. •d _ O ! EXISTING —/ WAATION HOUSE SLAB EXIST.SLAB: EXIST. GARAGE . csT. EXIST.SLAB ti DO NOT BACRiILL WALL d. 1 UNTIL CONCRETE HAS ATTAINED 7 DAY SINEHOTN, I ' AND BOTH TOP'b BOTTOM • 'ORRV W PIN E103f:SLAB TD NEW SLAB OF WALL ARE PROPERLY — , I EXIST. - 018'e.a.W/ REBAR SERCURED. CATION. • ', .,• -t I I i f i I— I t �i 4 — a •, CARRY;DAMPROOFlN6 •' — �_ .. . F°b�OTINo `P OF :�. _ NQDI71Q(Y SLAB ._..._. �._.. w w •� OO,VAPOR BARRIE PRBARRIER � I FOUNDATION '2X4 KEYWAY WALLS— SLAB NEW B"fANa h—� ' !,•d ': `Y.ry ,. i. I .-- — F—r.�. _....�'. I (�NE0.W SLAB ABOVE) V !Li 4 n a R d • !d FIND.WA115' —• — _ - - ; �y:t (NEW SLAB ABOVE) 10"x z NC. TNOS O } � 1 N EW SLAB FOOTING & SCALE 1:-1/2• 1'-0` (NEW CONSTUCTION) (COST.CONMCTION) SCALE TYPICAL.LVL/GLULAM BOLTING/NAILING 1 /8"=1.o.—0e r MULTI 113J4' BEAMS - - - _ NEW FOUNDATION PLA DATE N' /1/2015 s neon D-r a Rows also was O it as PPROJ. N0. MULTI 3 1./2-BEAMS a 21.3-917-1 DWG. N 0. 31PBdgw ' D-4r, 2 Rows a„ ��r ,s O:,Y �3: �t a a•„ �.r ON DMIS e:,r _ - a' w 90°00:0o Q U0 No°°'�Sv1 W w LW Z0Z QZQ to C) g REV.NO.:2 Ow J pEEM{W�y0 EEEEppX ST�LR{EEORROF REPLACE W/ pN��yMypgyH�EXIST ROOOF REPLACE W/, CUPTP ®6 Qe0AR0.4 W B%RAKER PK� ATE FlELDVERIFYOW/OWNER FIELD GE�RIFYOW/OWNER. / - NT. RIDGEVENT' NEW 1 x gg RAKE W/SHINGLE CAP- 7 BOARDS W/1 x 4 DRIPS !/ \\ ✓ \\ ;NEW ASPHALTi ROOF SHINGLE:7 '�•i- k\ 4 ! \ ! \ 1x9 FACIA/1x5 SOFFIT' l �'� D7 O O r NEW ASPHALT;ROOF SHINGLE D6 Q� Z MILIT NEW'W 17E CEDARg PXI5T. �il*NCU SIDING FXIST. Uf15T w - I KNEEWALL'� TTOO yyyyEEqq I WEAVE CORN O DORMERS—, NEyy gSPHALT"ROOF SHINGLE _ ^ 00 U �1x8 FACIA'//SCFFlT E 30 RE fltE1ZE BRb. W/Gun.: 1 BFFIT` CC1 — — z FREIZW �GUTT � Lm jFFQ o a � ,I. EX15T. NEwCF �y/ gg// NC.ORTN�x ORDs.�5. t j � (MA SL L• II ® _- — _..�—, .—�S�E{1W—N(.�y�,{E�7S�I�C�E.�.—.....`ir_� .. _. .., .. ..._ ... ......_-._._�....�.. _ ,� .._. ,.�', �I 5' TO I1651 ER (BY ONN�) FRONT ELEVATION w W 1� > w NEW ROOF CONST. - 2 x TO,R90F RAFTERS10 18`.ox; 1/2" COX PLYWOOD ROOF SHEATHING; -ASPHALT ROOF SHINGLES 15LB.FELT PAPER W 9"BAn INSUL'At10N r Nri RIDGEVIENT R OVEE'D DO. ROOF REPLACE W/ O FLAT CEILINGS(R-38) 7/1 �✓ 'W SHINGLE CAP �D VERIFY WWNER - 2 x 12� RIDGE BOARD 4 NEW ASPHALT ROOF SHINGLE D7 NEW 1.4 FACIA ,.....,'.... .. .'.'.. V../- 1x5�SOFFTT 4 NEW /SpFFI 3 FREIZElxB CBRID. W/VENTS.: / _ .D6 � .. . . ,... — - TE_. — — JOISTS 18"0.0. 0 T.O.PLA NEW 2x/0 Ck7LING: 1 �{ � O - 4, ' 1/2'GYP.80.�, O Tn ; V s.. _ 1 x:.3 STRAPPING O 18•a. H NEW 3 Tn �i N�yyN1 e x 5 R¢-ee SPRAT oAA,wsuL NEW, t I f I ` �MOA?IES,) 1;' (FlQD L� r.r� 1 �m' L/1 O q 4 NEW ! O� � DB D7., —"�` 1' ST•PLY. -FlJt [� ix8 FACIA/SOFFIT D7. .�'� I ETDST. . FIELD wtlrY), 1 FREIZE ORb. OANf&VER T,Q PLS1E NEW WA ONST., 1/2•ow.�9D.ON W.SD Dry � � � ( R=20 SPRAY/FOAM MSUL 1 x3 STRAPPING O 16"aa i:x:3 STRAPPING;\ . 3 1 (OR EGuAU; T1NGi EXIST SCALE. 3 NEW EXIS 1 sxala•ac DINING Qs x • ' 1/r COX'SHEATHING KITCHEN' /�ff=w yf_O, c I' I , 1� owe (VAULT. 1 .. i. 1 : BAI�RTi - ' 6 va .cLo.) 1D6 FLOOR - (NA SLAB 3;. NE , D ATE g.:• 1 20; � TO N Wi L E709T"'sue PRO:J. N 0. NEWG�WHITE CEDAR TO- TO NEW(SLAB EVE CO A @EDORMERS SIB•&6 W/,5 REBAR 213-917-1 R. SlDE ELEVATION SECTION �wc. No. DA1 �s a -OF HUM (n pe 'n NEW 1 x 6����•FLYING RAKE' s+ N / 2 �OLA k ATRD 4WSUBXRAKE IP p y2 YOB A ' BOARDS W/R M DRIP / - 3 _ 0 D6 Q 7 a Jt o 1" a 4C�T. RIDGEVENT D6 _ D6 zl D7 A W SHINGLE CAP 3 T 'q '.. NEW ASPHALT ROOF SHINGLE NEW ASPHALT ROOF SHINGLE D6 REV.NO.:2 3 NEW ASPHALT ROOF SHINGLE DATE: �,..-"„ / NEW NEW D6 v tx8 FACIA T / tx8 FACIA(SOFFIT EKST.� tx8 FACIA/SOFFIT p -. _u•W/GUTT. - - FREIZE BRU. W/ TT. TOP OF PLATE I�E . � � I qW2442 442 '�(IS�. IX15T. '1� ✓`�" N L_ f 3 GA o N D6 777 i l SECOND FLOOR ,. NEW FACIA '..T.: . NEW ASPFiALTROOF SHIN SECOND FLOOR �.r.w.vr.�:_u. IxI3 ZE BRb FF CUTT. r�. .......... j:1 1 6G15T. t9f15T. L t A f FXIST. 00 IX19T. D(IST. IX79T. 2 EXIT PJ(I T ^ t I Z x co FlRST I _.� RRST FLOOR V i NEW REAR ELEVATION p _ y W p � > NEW ROOF CONST, 2 NEW ROOF CONST. 2 7 D6 W W E-1 CUSTOM CUPPOLA D6 NEW ROOF CONST. NEW 200 CEIUNGJOISTS IS'O.C. / `` - D6. - 4 H �� \\ 7 5 7 f D7 o caLIN"_.c"iasTs'v D6 { 3 �...J 1/2'GYP.BD..ON\\ �°'. —• — 1 j.,. « 1/2 GYP.BD.oN Fey • :` ". ...:... - 1 x 3 STRAPPING O T@'�t�. 1 x 3 STRAPPING O t6'as / D6 f f ✓ NEW \ NEW WALL CONST. r II _ •s NEW WALL CONST. O W.I. CLOSET EE�WALL NEW MASTER SUITE 3 D6 _ 2 x 6 O 16• � r 3/4• LO T&G PLYWo�sue—vGRf:I. D6 - RAFTER ./; • _ OLU >, r W AND NAILED �ED A�C/D NAILE0.Ty f100R lil O EC:OND FLOOR , NEW JOISTS H 't _ _ f 1N_3,t m F� NEW 2x10 FLOOR STS f0 O.C. /6 t r /w .7.� F: TYPE s"x••F✓RECODE OMd r - B)2 x..6 i. •I TYPE�YFIRECODE ® ® GARAGE�IUNO/WALLS ��a,' _ 1• i"I7/4 GARAGE CEIUNO/pALLS �r� 1 EXIST. LVL�(�S+) E'XA,IStAT'^.�v 1� —EXIST. WALL CONST. 1"J nI T 1.1 1 STORAGE ;`�—EXIST. WALL CONST. 1' SCALE EXIST. E 1/8 1 1-0, xIST.SLAB STORAGE _..�...._...._._._._._...�.. FlRsT FLOOR,,, NEV -DRILL k PIN MST.sue E1GST. _ 6T DATE (MATCH E7ES1:) TO NEW SLAB FOUNDATION . .. FWOAu AnoN /1/201 5PROJ. NO. 016'as W/#6 RWAR - - 213-917-1 SECTION � SECTION Qwc. No. D 5 i Tank and pump chamber shall have three access covers (inlet & outlet shall be 20 or greater). All access ports and manhole covers shall be readily removable, of durable material and installed and maintained at grade to allow for maintenance of the System. No structures shall RT 6 be located directly upon or above the access locations which could interfere with 9 RO• Hill performance, access, inspection, pumping, or repair. Sufficient access for infrequent TEE- TOF= 38.57' maintenance of the System treatment media and all other treatment works shall be evaluated, 41 .80 and addressed in the System design if necessary, by the designer. System control panels) o including alarms shall be mounted in a location accessible to the operator of the System. ' /TE 4" PVC PIPE 2" PEASTONE LAKE SCHEDULE 40 _ 38.00+/- �o WEIXIAQUET CRAWL SPACE 9 MIN. COVER TYP. EL. 38.00+ 40.80 37.00' 36.50' 2" PRESSURE PVC P S= 0.02 FT/FT „ 20.0' +/- I.f. 6'" 6 3„ 0.5 S= 0.02 FT/FT 10"I ALARM 2" PVC DISCHARGE 1.0'+/- Lf. EL. 34.21 35.00 0 PIPE INVERT OUT 35.75' MICROFA5T 0.50 UNIT WITH FEET 40.30' ( 39.80' 36.82'+/- SEE ATTACHED SPECIFICATIONS 27" PUMP ON 1/4 WEEP HOLE ON SHEETS 2-4 GAS BAFFLE 35.50' EL. 31.96 2" UNION 45 LOCUS MAP EX15TING 2.5" PUMP 0 O THRUST BLOCK 3/4" TO 1 1/2" not to scale NTH ABEL s 35.25' r DEL. 31.75 CHECK VALVE PRE55URE D05ED LEACHING FIELD DOUBLE WASHED STONE r BUILDING 10„ 15' X 45 5 ' 31.00' 30.50' :,�.' :•r,.= .�: _,. :,:_-.,: ..::,:=: -SR 4 SEWAGE PUMP - MIN 4/10 HP "MYERS" OR EQUIVALENT LOCATED UNDER MANHOLE PROPOSED 1500 GALLON TANKS PLACED ON COMPACTED 60 GPM ® 10' HEAD N7 11 34.8 STABLE BASE CONSISTING OF PROPOSED 1000 GALLON PUMP GROUNDWATER ELEVATION - SEPTIC TANK (h-20) MIN. s" COMPACTED STONE CHAMBER (H-20) WATERTIGHT QUICK DISCONNECT I I (L) X G 2 (W) X G (H) PUMP CHAMBER NOTES: 9'(L) X 53"(W) X G'(H) 1.PUMP CHAMBER TO WITHSTAND H-20 LOADING ✓f 1 T I C ✓ 1 ✓TE I V I 11\O 1 I Ll- 2.ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT NOT TO SCALE 3.RAISE MANHOLE TO FINISH GRADE WITH SEWER BRICK AND MORTAR.FULL OUTER MORTAR PARGE TO PROVIDE WATERTIGHT SEAL. 4.POWER CABLES TO BE PLACED IN CONDUIT IN ACCORDANCE WITH LOCAL BUILDING AND WIRE CODES. 5.1/4'WEEP HOLE TO BE INSTALLED ABOVE 2"UNION. 6.PUMP AND ALARM To BE ON SEPARATE CIRCUITS. 4" DIA. PERFORATED PVC PIPE 7" DIAMETER CONTROL VALVE NUT 7.CONTROL PANEL FOR PUMP/ALARM TO BE LOCATED INSIDE DWELLING.ALARM TO BE AUDIO/VISUAL. INSPECTION WITHIN 3" OF BOX AS MANUFACTURED BY 8.CLEAN WATER TEST OF PUMP SYSTEM IS REQUIRED. GRADE AND EXTENDED INTO AMETEK PLYMOUTH PRODUCTS 9.IF USING EXISTING SEPTIC TANK FOR PUMP CHAMBER,INSTALLER TO NOTIFY ENGINEER AND HEALTH AGENT TO VERIFY WATER SAND FILL BELOW STONE DIVISION OR APPROVED EQUAL TIGHTNESS AND STRUCTURAL INTEGRITY AFTER PLACING. TO BE BROUGHT TO FINISHED FINISHED GRADE GRADE PVC CAP NOTE: THE PROPERTY LINE5 ARE COMPILED FROM SURVEYED 51TE PLAN FOR BRIAN VALERIE JAN550N, 2G JOHN50N LANE, BARNSTABLE, MA BY WARWICK ASSOCIATES, INC. DATED OCTOBER 23, 2014. IT SHOULD BE USED FOR NO PURPOSE OTHER THAN SEPTIC SYSTEM INSTALLATION ORIFICE SHIELDS AS MANUFACTURED BY ORENCO SYSTEMS INC. OR APPROVED CLEANOUT 2" MIN. OF 1/8" TO 1/4" EQUAL VEQ / J /� n / / C T DOUBLE WASHED STONE V t.J /i hj v(_ / TOP STONE ELEV. 40.8' 45' BEND 1/4" PERFORATION TO BE ALTERNATE PERFORATIONS SEE SYSTEM LAYOUT PLACED AT THE CROWN OF LOT LAKE � 5. � THE PIPE IN THE 45' BEND AT THE END OF EACH LATERAL A L L A REA S 1" PVC SCH 40 LATERALS -1/4" VENT HOLE �\ FLOOD ZONE X FOR ROAD OF SET LEVEL AT ELEV. 40.3' C A f \e EXISTING 6" OF 3/4" TO 1 1/2" 6" OF 3/4" TO 1 1/2" GE A �34' gOY. ALUMINUM DOUBLE WASHED STONE 2" SCH 40 PVC MANIFOLD 1/4" PERFORATION TO BE DOUBLE WASHED STONE TO PIER PIPE PITCH 0.005 BACK TO PLACED AT THE 6 O'CLOCK BE PLACED ADJACENT TO 1/8" FORCE MAIN VENT HOLE AND BENEATH +�,j q POSITION AT THE MID POINT �. VrW�iY s' P6 �S Top LIP `° ��' 2" SCH 40 PVC FORCE MAIN OF EACH LATERAL LINE VALVE BOX LANDSCAPE 11 BER RETAINING POLE 3.0'HIGH. OF WALL EL 41.5' O o ��° ��i THRUST BLOCK EDGES PA ED L GUYS CA TC 74*05 00 E z6.2 l A ROAD \ \ , BASAL 5' OVERDIG PRESSURE DOSE FIELD PROFILE "A" 33. /'� GAS •� � I ��' RECORD \\\ N89 29'DU" "w MTR. x 13 q. \\ LAKE EDGE NOT TO SCALE \ 40 MIL RUBBER LINER AROU PERIMETER K \ \ ELEVATION - TOF\401- B \ 35.0' ` STEP �� \� \ \ C- Z n 1 \\\\ \\ y NOTES: 1/4" PERFORATIONS S 7 z °' EXISTING \ �a� 2" MIN. OF 1/8" TO 1/4" a' H U j C o 0 WOOD T �� ALTERNATED EVERY 5.0 AT DOUBLE WASHED STONE 0 RAMP r �!p 1. VERTICAL DATUM:TOP OF CONC. BND. ELEV = 38.22 THE 6 O'CLOCK POSITION - .o' Y/A \ `�. 2. SEPTIC SYSTEM SHALL BE INSTALLED ACCORDING TO 310 CMR (TYP.) TOP STONE ELEV. 10.0' P \ \ �, / ROPOSED P ECAST CON \ FINISHED GRADE \, E 15.00 (TITLE V) AND THE TOWN OF BARNSTABLE BOARD OF �0 GALLON (H-20) S TIC 6' �D K WITH MI ROFAs HEALTH REGULATIONS. \\\ \ P OSED O ST UNIT Z to BRICK \ 3. ALL PIPES SHALL BE 4" SCHEDULE 40 PVC / DDI IVJ ! I-a'GAfRA 8 4', �; WALK \ 4. WHERE APPLICABLE THE DISTRIBUTION BOX SHALL BE WATER -- S.A.S - 45' / REMOVE,dc DISPOSE / „ MovE ISmARPF6STN RINSE AREA 21 't __ \ TESTED TO INSURE LEVELNESS AND EQUAL FLOW. I O O,PRESSURE ED ��J EXISTING LIEACH_FIELD- -- ���� CONC. 1 pGALL C- PROPOSED 1.0' -- `' \ \ ACHING FI T\ �� 4n�•� - ��_ TANK P t000 `P CANTILEVER 5. THE INSTALLER IS TO VERIFY THE LOCATION OF UTILITIES AND WA _R , E I �� VED g. , CE SEWER LINE ELEVATIONS PRIOR TO INSTALLATION. \ \ GA I PA � GAL H�84 WATER 1TGH1� _ FEN P CHAM ) ti; Pa-T & RAID 6.SOIL ABOVE C LAYER (SHOWN ON SOIL LOGS) SHALL BELl jpO,�E ��, ----�J' E�ISr1NG REMOVED AND REPLACED WITH CLEAN SAND,ACCORDING TO � , \\ �g �0'g a N� 3 MASS. LOCAL SPECIFICATIONS IN THE S.A.S. AREA. 7-35 7 /_ C-A CHo _ - 7. EXCAVATION FOR AREA WHERE FILL IS REQUIRED SHALL " ORIFICE SHIELDS AS 1 PVC SCH 40 MANUFACTURED BY ORENCO BASIN ' EXTEND 5' LATERALLY BEYOND S.A.S. 6" OF 3/4" TO 1 1 2" 8. SYSTEM IS NOT DESIGNED FOR GARBAGE GRINDER. DOUBLE WASHED STONE LATERALS (TYP.) SYSTEMS INC. OR APPROVED \ c� C.B. tole EQUAL \ ALL AREAS 9. ALL PRE CAST UNITS ARE TO BE SET LEVEL AND TRUE TO FLOOD ZONE X GRADE ON A LEVEL STABLE BASE WHICH HAS BEEN f BENCHMARK: TOP OF E \ BOUND ELEV. 38.22' PRE55U RE DOSE FIELD PROFILE "B" \ 2 1 MECHANICALLY COMPACTED. NATIVE GROUND WTTH6"' NOT TO SCALE AGGREGATE BASE IS ADEQUATE. VARIANCES REQUESTED: 10. MIN. PIPE SLOPE 1/8 IN/FT, 1/4 IN/FT PREFERRED. 11. UNLESS OTHERWISE SPECIFIED MANHOLE COVERS ARE TO BE 1.VARIANCE TO WETLAND RESOURCE AREA L 0 T J A.SETBACK IS 100 FEET WITHIN 9" OF FINISHED GRADE. .�\ Z B.PROPOSED IS 49.0'ON WEST SIDE 12. SEPTIC TANK TEES SHALL CONFORM TO MASS &LOCAL ems, OQ C.PROPOSED IS 72.4'oN EAST SIDE REGULATIONS. Date DESCRIPTION Drawn Checked O 2.VARIANCE SETBACK IS 10 FEET PROPERTY LINE A.SETBACK 13. ALL STONE IS TO BE DOUBLE WASHED ACCORDING TO MASS. R E V I S 1 0 N S O a" B.PROPOSED IS 5.6' & LOCAL REGULATIONS.3 SEPTIC SYSTEM UPGRADE DESIGN .VARIANCE TO CATCH BASIN 14. GROUND COVER OVER SYSTEM COMPONENTS SHALL NOT A.SETBACK IS 25 FEET B.PROPOSED IS 11.8' EXCEED 3' UNLESS COMPONENTS ARE H-20. FOR JANSSON F���,, 4.VARIANCE IS 10 NCETOS D ON L e 15. CONTRACTOR TO NOTIFY HEALTH AGENT AT TIME OF . f���s SAWN �yG� AT A.SETBACKEXCAVATION TO VERIFY SOIL ABSORPTION MATERIAL IS 26 JOHNSON LANE B.PROPOSED IS 7.2' o MacINNES -` SATISFACTORY. ,� o.4132� v IN .,e�/�.S lG✓� 16. CONTRACTOR TO NOTIFY HEALTH AGENT AT TIME OF o�, CEN TER VI LLE ZONE.' RD- EXCAVATION TO VERIFY 4 FEET OF SUITABLE MATERIAL BELOW Fss, 's SOIL ABSORPTION SYSTEM. °"AL SCALE: 1" = 20' DATE: DUNE 5, 2016 MAP: 19JI041 C.B. fnd. wry FLOOD ZONE.• MINIMUM HAZARD X GRAPHIC SCALE MACINNES Cq"SULTING1 Panel No. 250001 0561 J (7/106/2014) 2040 80 PLAN REFERENCE.- BOOK 142 PAGE 416. ENGINEER P.O. Box y 82 96:L L 8t nr EAST SANDWICH MA 0253 BENCHMARK DATUM: POND ELEV 33. D' ( >ix SET ) (508) 27 091 WIND EXPOSURE CA TEGOR Y.• C 1 inch = 20 fh t" DRAWN BY: SGM 16 - 4 CHECKED BY: SGM SHEET 1 OF 2 I_.. y DATE: MARCH 18, 2015 HEALTH DEPARTMENT. DAVID STANTON, IRS. DESIGN CALCULATIONS: TEST HOLE 1 - GSE = 38.0 SOIL EVALUATOR: SHAWN MACINNES Specifications for MicroFAST 0.50 Wastewater Treatment System DEPTH FROM SOIL SOIL SOIL OTHER 1, GENERAL SURFACE TEXTURE COLOR soil. NUMBER OF BEDROOMS: 4 The contractor shall furnish and install (1) MicroFASTC0,50 treatment system as manufactured b (INCHES) HORIZON MOTTLING (STRUCTURE, GARBAGE DISPOSAL UNIT: NONE y y Bio-Microbics, Inc, The treatment system shall be complete with all needed equipment as (USDA) (MUNSELL) STONES, ETC.) shown On the drawings and specified herein, 0 - 6 A SANDY LOAM 10YR 3/1 TOTAL ESTIMATED FLOW: (110 GAL/BEDROOM/DAY X 4 The principal items of equipment shall include the FAST®system insert blower assembly, blower controls and (eq extensions or lid. All other items will be provided by others, LOAMY The MicroFAST 0,50 unit shall be situated within a 450 Gallon [1700L] minimum compartment as shown on the drawings, Su Bested maximum settling zone is (1) X the dailyflow. Tank must 6 - 18 B COARSE 10YR.4/1 15% GRAVEL BEDROOMS) = 440 GPD g SAND provide adequate pump out access and conform to local state, and all other applicable codes, The contractor shatC 1s - 7o c 2.5Y 4/1 REQUIRED SEPTIC TANK CAPACITY= 200°/a = 880 GALLONS system and tank supplier with regard to fabrication of the tank, installation of pthe FAST unit, and delivery to the job sicootdinate the proper fabrication of the tnk between the FAST WITH SAND ACTUAL TANK SIZE: 1500 GALLONS (H-20) 2, OPERATING CONDITIONS The MicroFAST 0,50 treatment system shall be capable of treating the wastewater produced b typical familyactivities (bath, laundry, kitchen, etc,) ranging from (1) one to GROUNDWATER ENCOUNTERED AT 32" ELEVATION 35.33" LEACHING AREA REQUIRED: (8) eight people and not to exceed 500 US Gallons per day (18001PD) provided the waste contains nothingg SIEVE SOILS ANALYSIS PERMEABLE MATERIAL CLASS i <8 MIN/IN.. treatment System not meant for non-biode radablepor industrial wasteater, hat Will interfere with biological treatment, the FAST system Is a biological SOIL CLASS - 1 g d DATE: MARCH 18, 2015 HEALTH DEPARTMENT: DAVID STANTON, Rs. TEST HOLE 2 - GSE = 38.0 SOIL EVALUATOR: SHAWN MACINNES PERC RATE - <8 1MIN/IN. 3, MEDIA DEPTH FROM SOIL SOIL OTHER LTAR -0..66 GPD/FT. The FAST®medio, shall be manufactured of rigid PVC, polyethylene, or polypropylene and it shall be supported b the olyethylene insert, The media shall be fixed in position and contain SURFACE SOIL TEXTURE COLOR SOIL 440 GPD no moving or wearing parts and shall not corrode, The media shall be designed and installed to ensure that syou he p solids descend through the media to the bottom of the septic tank, (INCHES) HORIZON (USDA) (MUNSELL) MOTTLING STONES,�ETC.) / 0.66 GPD/S.F. = 666.67 SF USE: 667 SF 9 [ g d p 4. BLOWER 0 - 6 A SANDY LOAM LEACHING CAPACITY: The MicroFAST 0,50 unit shall come equipped with a regenerative type blower capable of delivering 17-25 CFM 131-46 m3/hrl. The blower assembly shall include an inlet filter with metal fitter 10YR 3/1 element, The blower shall be mounted outside the tank on a contractor supplied concrete base, Blower piping to the tank shall use non-corrosive material (PVC, Galvanized, or stainless 6 - 18 B LOAMY COARSE 10YR 4/1 15% GRAVEL , _ Steel), Do not run galvanized pipe inside the treatment tank, Refer to Installation Manual for further details, 18 - 70 C SAND LEACHING FIELD: 15 X 45 = 675 SF 2.5Y 4/1 S, REMOTE MOUNTED BLOWER , NTH �D * The blower shall be placed on a contractor supplied concrete base. The blower must not sit in standing water and its elevation must be higher than the tank and normal flood level, A two- piece, rectangular 'housing shall be provided, The discharge air line from the blower to the MicroFAST®System shall be provided and installed by the contractor, 6, ELECTRICAL The electrical source should be within 150 feet 145 meters] of the blower consult local codes for ton er wiring distances, All wiring must conform to all applicable codes(IEC, NEC, etc,). Wiring distances must prevent significant voltage loss, Input pow&Dhbn electrical systems 110/220VAC, 10 3.5/1,7 FLA, on 50 Wiectrical systems 220VAC, 10, 1.9 FLA. Other voltages and phase are also available, Actual power consumption varies with site conditions, All conduit and wiring shall be supplied by contractor, 7. CONTROLS 1 PRESSURE DOSE SPECIFICATIONS: The control panel Provides power to the blower and contains an alarm system consisting of a visual and audible alarm capable of signaling blower circuit failure and high water conditions. The control panel is equipped with SFR®(Sequencing Fixed Reactor) aimed control feature. A manual alarm silence button is included, PERFORATION SIZE =1 4"DIAMETER / 8, INSTALLATION AND OPERATING INSTRUCTIONS PERFORATION SPACING =5'O.C. BUOYANCY CALCULATIONS All work must ,be ,done in accordance with local codes and regulations. Installation of the FAST 0,50 shall be done in accordance with the written Instructions provided by the manufacturer, LATERAL DIAMETER @ 1^ TOTAL Septic Tank and Soil Cover: 27,082 LBS. LBS Manuals shall be furnished, which will include a description of system installation, operation, and maintenance procedures, MANIFOLD DIAMETER =2" TANK WEIGHT: PERFORATIONS ON ADJACENT LATERALS TOBESTAGGERED 9, FLOW AND DOSING H-20 1500 GAL Septic Tank 11'X6'2"X6' : 21.230 LBS. FAST®systems have been successfully designed, tested and certified receivinggravity, influent flow, 9 Y When Influent flow Is controlled byy pump or other means to help with SOIL WEIGHT: highly variable flow conditions, then multiple dosing events should be used to maximize performance, The flow rate shall not exceed 5 gpm (19 Lpm) witYl a maximum hourly flow not to PUMP DOSING CALCULATIONS: 12" Soil Cover (Wet): 1'(d) x 11'(1) x 6.17'(w) x 86.23 LB/CU. FT. = 5,852 LBS. exceed 10% of the design daily flow (50 gph (190 LPH)), 10,WARRANTY EFFLUENT VOLUME TO BE PUMPED TO LATERALS Bio-Microbics, Inc warrants all new residential FASTOmodels (MicroFAST00,50 0,625 0.75 0,90 and 1,5) against defects in materials and workmanship for a period of two years after TOTAL Water U installation or three years from date of shipment which ever occurs first. All other FAST®s stem models are warranted for a period of one year after installation or eighteen months DAILY FLOW =440GPD Uplift: 25,410 LBS. (Total Inundation) R R ' ' ' ' yy y from date EMERGENCY STORAGE REQUIRED=440GAL Water Weight : 6'(h) x 11'(1) x 6.17'(w) x 62.4 LB./ CU. FT. of shipment, whichever occurs first, All are subject to the following terms and conditions below! g EMERGENCY STORAGE PROVIDED TANK INTERIOR DIMENSIONS=87X4'5" During the warranty period, if any port is defective or fails to perform as specified when operating at desiggn conditions, and if the equipment has been installed and is ,27"X4'5"X8'2"X7.48 GAL/CU.FT.=623 GAL Water Uplift 25,410 lbs. < Tank and Soil Weight of 27,082 LBS. - OK being operated and maintained In accordance with the written instructions provided by Bio-Microbics, Inc„ Blo-Pllcrobics, Inc. will repair or replace at Its discretion such defective parts free of charge. Defective parts must be returned b owner to Bio-Microbics,Inc; s factory postagge paid,if so requested. The cost of tabor and all of NUMBER DOSES/DAY =±8 DPD exppenses resulting from repCacement of the defective ports androm installation of ports furnished under paid, and regular maintenance items such s�� NOT SCALE NUMBER OF GALLONS =440/8=55 GALLONS filers or bulbs shall be borne by the owner, This warranty does not cover general system misuse, aerator components which have been damaged by flooding WY NOT BACK VOLUME components that have been disassembled by unauthorized persons, improperly Installed or damaged due to altered or improper wiring or overload protection. 2"FORCE MAIN&2"MANIFOLD-5 GALLONS TOTAL Pump Chamber and Soil Cover: 20,611 LBS. This warranty applies only to the treatment plant and does not Include any of the structure wiring, plumbing, dralnage, septic tank or disposals stem, Bio-MI c s fk, NOTED 0 reserves the right to revise change or modify the construction and/or design of the FAST system, or any component art or parts thereof, without incurrin $ " ® ,. PUMPING VOLUME s DOSING VOLUME+DRAIN BACK VOLUME TANK WEIGHT: to make such changes or modifications in present equipment, Bio-Microbics Inc, Is not responsible for consequential or incidental damages of any nature result m • 60 GALLONS=55 GALLONS+5 GALLONS H-20 1000 GAL Pump Chamber 9'X5'3"X6' : 14,500 LBS. such things as, but not limited to, defect in design, material, or workmanship, or delays in delivery, replacements or repairs. �I ° IN INCHES SOIL WEIGHT: [CENTIMETERS] BETTER WATER. BETTER WORLD. DOSING VOLUME REQUIRED IN 1000 GALLON PUMP CHAMBER: y5 THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES EXPRESS OR IMPLIED. BID-MICROBICS SPECIFICALLY DISCLAIMS ANY IMPLIED " WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE, TOLERANCES 60 GAL/7.4 GAL/CU.FT.-8.1 CU.FT.PER DOSE 12" Soil Cover (Wet): 1.5'(d) x 9'(1) x 5'3" (w) x 86.23 LB/CU. FT. = 6,111 LBS. NO REPRESENTATIVE OR PERSON IS AUTHORIZED TO GIVE ANY OTHER WARRANTY OR TO ASSUME FOR BIG-MICROBICS, INC., ANY ± 0.02 IN/IN DOSING DEPTH IN 1000 GALLON PUMP CHAMBER: OTHER LIABILITY IN CONNECTION WITH THE SALE OF ITS PRODUCTS, Contact your local distributor for parts and service. [± 0,05 CM/CM] MicroFAST 0,50 FAST Unit 8.1 CU.FT.PER DOSE TOTAL Water Uplift: 21,658 LBS.(Total Inundation) WEIGHT lb SIZE DRAWING NUMBER TANK INTERIOR DIMENSIONS=8'2"X4'5" Water Weight : 5.83(h) x 9'(1) x 5'3"(w) x 62.4 LB./ CU. FT. THoiINFORMATION TCONTAHE WRITTEN PERMISSION PERMISSION DRAWING IS MICRSO Cs INC, IS OF BIOEDI RDESIGN INC. INVENTION ANY REPPRRDUCTION IN PART OR AS A - NAME DATE A MicroFAST®0,50 Specifications SHEET DOSING DEPTH=8'2"X4'5"X(2.5")=9.2 CU.FT/DOSE>3^ a INTEREST OF TECHNOLOGICAL ADVANCEMENT, ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE. IN THE BIB MICR�BICS ©2014 DRAWN CtC 12/18/20p6 3 OF 4 DISCHARGE RATE Water Uplift of 17,190 lbs. < Pump Chamber and Soil Weight of 20,611 LBS. -OK NECKED PF 9/18/2013 REVISED 9/10/2013 REV. INI-05-V i 32 GPM @ 10 FEET OF HEAD PUMP USE MYERS 4/10 HP SRM 4 OR APPROVED EQUIVALENT WITH VERTICAL FLOAT SWITCH Minimum leg extension assembly see note 1-4 2 screws per side Alternate Air Supply included Option 2' Air FAST®Vent Option Supply � Inspection/ Pump NOTES Non-corrosive clamp Llne PUMP CURVE FOR MEYER SRM4 4/10 HP PUMP 1. Airline piping to FAST®ma not exceed 100 FT [30m] total length and every 2 feet to.6m]out ports ll plumbing and P P' 9 Y g see notes 3- venting must use have a maximum of 4 elbows in the piping system, For distances NDS Grate MIN 7 in water tight gaskets greater than 100 FT 130m, consult factory. Blower must be located ND [G t SO] 7 see notes 2 5 above flood levels on a co crete base 26' X 20' X 2' [65 X 50 X 5cm] of 3'[810 MIN min, 40open surface area CAPACITY LITERS PER MINUTE Vent 4o so lz a 6o zoo 240 2eo ;zo 360 - see note 2 Pipe clamp 2. Vent to desired location and cover opening with a vent grate with at 24 - see note 9 (e q piping G pen surface area. Secure with stainless steel 7 least 7 s in,[45 s cm] o - _ screws, Vent I in must, not allow condensate build up or create Rise FAST®Air Lift back pressure. Vent must be above finished grade or higher (see 20 6 4' [101d sheet 4 of 4), AST®effluent pipe Fasten with non- 0 12'MIN u, UJ see note 7 3. All appurtenances to FAST®(e.g, tanks, access ports, electrical, etc.) corrosive screws [30.5 MIN I Z 16 5 2'[5] MIN must conform to all applicable country, state, province, and focal j see note I Blower Piping plumbing and Y lectrical codes. Pump out access shall be adequate 6 1/8, MIN Gasket L2 14i/o yP 4 to thorou hl clean out both zones. [15.4 MIN10 Non-corrosive clam Riser A 3 6" — 4. All inspection, viewing and pump out ports must be secured to ever o $ 2 i 52 �� p ® 16 3/8MIN see note 11 prevent accidental or unauthorized access, r - - Q y 2 feet [0.6m1p 110% [41.6 MIN ] ~ o [15. ] 5. Tank, pipping, conduit, etc. are provided b others, Blower control � DETAIL � 4 � F-11system by B;o-Microbics, Inc, See Installation Manual. SCALE 1 : 4 15 1/4'MIN 6. If less than the specified minimums are considered necessary, consult ° [39MIN ] factory for guidance, 2' Air 0 IO 20 30 40 50 60 70 BO 90 DETAIL Supply pply CAPACITY GALLONS PER MINUTE 35' ±1/8' SCALE 1 5 FAST®Air Llf 7, All piping and ancillary equipment installed after FAST must not [88.9} 0.3 impede or restrict free flow of effluent, 2' PVC Minimum leg extension assembly —coupler Influent 24 1/8MIN 41 1/4MIN 8. The tank(s) shall be designed to prevent air passage between the see note 4 setttin zone/tank and the treatment zone and preventing an air lock, /9/16 OARD OF HEALTH REVIEW REI//S/ONS waste [61.3 MIN ] [105 MIN ] g e see note 8 Examples include a baffle wall seated to the lid or treatment zone inlet line with a pipe cap. Consult factory for guidance, Notes /5/16 OARD OF HEALTH REVIEW REVISIONS i 1. Secure leg extension to the FAST®unit by placing two screws on each side of the leg extension (4 screws per foot are 9. The air supply line into the FAST®unit must be secured to prevent included). /22/16 OARD OF HEALTH REVIEW REVISIONS connection between zones vibration induced damage, The air supply line should be secured with 2. Cut 4' schd. 40 PVC pipe (not Included) to obtain the desired heigght. Minimum pipe length of 6 1/8' [15.56cm] will DO NOT SCALE 6 3/8 MIN a non-corrosive clamp every 2' min [60 cm]. See alternate air supply provide minimum clearance of 10'. For heights gqreater than 18' [Mcm] use schd. 80 PVC pipe (not Included). Consult factory for extending leg beyond 36'[90 cm]. UNLESS NOTED ,�..� Date DESCRIPTION Drawn Checked! [16.2 ]MIN option on sheet 4 of 4, 3, Anchor the leg extensions to the tank with non-corrosive hardware Coot included) at the provided mountingpoint - see note 6 & 12 4. If less than the specified minimums are considered necessary, consult factor forguidance. p DIMENSIONS . , `�ti orrr y y AE IN INCHES �'' R E V I S I O N S 10, Specialized treatment levels may require specific features to be 5. The air supply line Into the FAST®unit must be secured to prevent vibration induced damage. The air supply line sh uEENTIMETERS] o�'V Settling Zone Treatment Zone incorporated into the design. Consult factory for guidance. be secured with a non-corrosive clamp every 2ft [0.6m] minimum. BETTER WATER.BETTER WORLDi /�St-1AWrI yN\ 350 Gallon MIN [1300 L MIN] 450 Gallon MIN 11700 L MIN] 6. Tank, anchors, piping conduit, blower, housing p y TOLERANCES PP 9 g pad and vents are provided b others. ± 0.02 IN/IN MaCIrvlv�s �� SEPTIC SYSTEM UPGRADE DESIGN 11, Min. height may be reduced, consult factor and reference 'Low [± 0.05 CM/CM] MicroFAST 0.50 FAST Unit Profile Module Procedure.pdf' Civil- FOR JANSSON WEIGHT Ib SRE n AW=Kamm a 0.41328 r---- --------------- - - ----------- ---------------- TH�ENMNA�TC{iRITTEN THIS SSI[W IN BS TQ�ICES RO IRTY(IFIiBIID-N 1RSIIC IND INVENTIa1 RIGHTS�A HRESERV�ED UTATFE :mTEA MicroFAST®0,50 Details SHEET `� `r i -- 12, Refer to sheet 4 of 4 for le extensions requirements, BID-MICROBICS ©2014 avM �� 4 DF 4 F '�' r�� >" AT i 15'±1/4' 29 3/4f1/4' 9 q ' INTEREST ff rEaWn�GICAL ADVNICEIFM,ALL PRODUCTS ARE suD IECT TO DESIGN AND U2 MATERIAL 0 WITHOUT NOTICE G\` a 2 6 J O H N S O N LANE CUED F /W/W m:VI=9/M/M3 REV.INI-05-V [38,1±0,6] 75.6±0.6] Al. FN 30' y 31 1/4' MIN N i i [76.2] [79.4]MIN DO NOT SCALE C E N TE R VI LLE 59 1/2' UNLESS NOTED MAINTENANCE NOTES: _________________ SCALE: 1" = 20' DATE: MAY 11, 2016 i [151,1 ] DIMENSIONS � � 1. FAST system shall be perpetually maintained by property owner and results of maintenance submitted to Approving Authority. L ------- - -- -------- � ARE IN INCHES 2" Pumps, alarms and other equipment re uirin i Minimum clearance to 4 12,MIN [CENTIMETERS] BETTER WATER.BETTER WORLD:' prequiring periodic or routine inspection and maintenance shall be operated, inspected and maintained in MACINNES CONSULTING insert FAST®liner into t [30.5 MIN ] TOLERANCES accordance with the manufacturers and the designers specifications. inspections shall be performed annually and results submitted to the Approving • ± 0.02 IN/IN P.O. BOX 1182 67 1/2 MIN [- 0.05 CM/CM] Authority. + MicroFAST 0.50 FAST Unit tY EAST SANDWICH, MA 02537 171.5 ]MIN WEIGHT Ib srzE DRAWING NUMBER (508) 2742091 WH�OLIEN INFORMATION CONTAINED PERMISSIONWOFG Bm-MICROBIC$PROPERTY ROHIBITEDICD ESIIGN AND INMVEN TIDJ RIGHTSDARE f2ESRETRV�ED.�INATHE MANE C �� A M i c r o F A S T®0,50 with feet SHEET 4 INTEREST OF TECHNOLOGICAL ADVANCEMENT, ALL PRODUCTS ARE SUBJECT TO DESIGN AND IN MATERIAL CHANGE WITHOUT NOTICE. BIO-MICROBICS ©2014 DRAWN NECKED PF 9 .3 REVISED 9/18/2013 REV. INI-05-v DRAWN BY: SGM CHECKED BY: SGM 16 - 49 4 SHEET 2 OF 2 I Tank and pump chamber shall have three access covers (inlet & outlet shall be 20" or greater). All access ports and manhole covers shall be readily removable, of durable material and installed and maintained at grade to allow for maintenance of the System. No structures shall RT B be located directly upon or above the access locations which could interfere with S RO• gnu performance, access, inspection, pumping, or repair. Sufficient access for infrequent TEE- TOF= 38.57' maintenance of the System treatment media and all other treatment works shall be evaluated, 41 .80 and addressed in the System design if necessary, by the designer. System control ponel(s) including alarms shall be mounted in a location accessible to the operator of the System. ' o lTE 4" PVC PIPE 2" PEASroNE N£WAWET LAKE 38.00+/- CRAWL SPACE SCHEDULE 40 9" MIN. COVER TYP. EL. 38.00+ - 40.80 9 37.00' 36.50' 2" PRESSURE PVC P s:�"£ ?..• ,�y::,`�;,:.n�'t...;>... .ate'✓ A '';:; fr�:'`•?rY:s.i ` �;^,';:C•,, -.^?: '?:�c•y4. �- _ .Y:.. ,c ; �_-�.,. � t' `r..:.y !-a -+;.?•_ T.f?�.. :f.ZR's.l:.', ;s.. Y.' r:. L= 14.0 S= 0.02 FT/FT 6" 20.0' +/- I.f. s"b 3" 0.5 Y S= 0.02 FT/FT 10"I ALARM 2" PVC DISCHARGE ' 1.0 + Lf. EL. 34.21 35.00' PIPE INVERT OUT 35.75' MICROFA5T 0.50 UNIT WITH FEET /- 40.30' 39.80 ° 36.82'+/- SEE ATTACHED SPECIFICATIONS 27" PUMP ON 1/4 WEEP HOLE LOCUS MAP ON SHEETS 2-4 GAS BAFFLE 35.50' 1:3-EL. 31.96 45 ' 2 UNION THRUST BLOCK 3/4" TO 1 1 2" not to scale EXISTING 2.5" PUMP 0 r Fl FILTER 35.25' CHECK VALVE / BUILDING 10�-EL. 31.75 :. PRESSURE DOSED LEACHING FIELD DOUBLE WASHED STONE 31.00' 30.50' .• SRM 4 SEWAGE PUMP 15' X 45 5'MIN 'h-. .K.' •la.r. ,..4'. •.,a: ..�• r s;•-it .:: +y'•a. .:,.. �.r. - -r w-'v' 'i.': 'I:'-` :ti.>• , 4/10 HP "MYERS" OR EQUIVALENT LOCATED UNDER MANHOLE PROPOSED 1 500 GALLON TANKS PLACED ON COMPACTED 60 GPM ® 10' HEAD S7 34.8' STABLE BASE CONSISTING of PROPOSED 1000 GALLON PUMP SEPTIC TANK (H-20) MIN. 6" COMPACTED STONE CHAMBER (H-20) WATERTIGHT QUICK DISCONNECT GROUNDWATER ELEVATION I I (L) X G 2 (W) X G (H) PUMP CHAMBER NOTES: 9'(L) X 53"(W) X G'(H) 1.PUMP CHAMBER TO WITHSTAND H-20 LOADING SEPTIC SYSTEM PROFILE 2.ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT NOT TO SCALE 3.RAISE MANHOLE TO FINISH GRADE WITH SEWER BRICK AND MORTAR.FULL OUTER MORTAR PARGE TO PROVIDE WATERTIGHT SEAL 4.POWER CABLES TO BE PLACED IN CONDUIT IN ACCORDANCE WITH LOCAL BUILDING AND WIRE CODES. 5.1/4'WEEP HOLE TO BE INSTALLED ABOVE 2"UNION. 6.PUMP AND ALARM TO BE ON SEPARATE CIRCUITS. 4" DIA. PERFORATED PVC PIPE 7" DIAMETER CONTROL VALVE 7.CONTROL PANEL FOR PUMP/ALARM TO BE LOCATED INSIDE DWELLING.ALARM TO BE AUDIO/VISUAL INSPECTION WITHIN 3" OF BOX AS MANUFACTURED BY 8.CLEAN WATER TEST OF PUMP SYSTEM IS REQUIRED. GRADE AND EXTENDED INTO AMETEK PLYMOUTH PRODUCTS 9.IF USING EXISTING SEPTIC TANK FOR PUMP CHAMBER,INSTALLER TO NOTIFY ENGINEER AND HEALTH AGENT TO VERIFY WATER SAND FILL BELOW STONE DIVISION OR APPROVED EQUAL TIGHTNESS AND STRUCTURAL INTEGRITY AFTER PLACING. TO BE BROUGHT TO FINISHED FIINISHED GRADE GRADE PVC CAP NUT NOTE: THE PROPERTY LINE5 ARE COMPILED FROM 5URVEYED SITE PLAN FOR BRIAN t VALERIE JAN550N, 2G JOHN50N LANE, BARN5TABLE, MA BY WARWICK ASSOCIATES, INC. DATED OCTOBER 23, 2014. IT 5HOULD BE U5ED FOR NO PURPOSE OTHER THAN SEPTIC 5Y5TEM INSTALLATION ORIFICE SHIELDS AS MANUFACTURED BY: ORENCO 2" MIN. OF 1/8" TO 1/4" SYSTEMS INC. OR APPROVED CLEANOUT V V I/I EQ J / /� QUE TDOUBLE WASHED STONE EQUAL ( / f 1l TOP STONE ELEV. 40.$' 45' BEND r4, 1/4- PERFORATION TO BE ALTERNATE PERFORATIONS SEE SYSTEM 'LAYOUT PLACED AT THE CROWN OF LAKE THE PIPE IN THE 45' BEND LOT AT THE END OF EACH LATERAL -1/4" VENT HOLE ALL AREAS .� FLOOD .ZONE- X A� 1 PVC SCH 40 LATERALS 0 SET LEVEL AT ELEV. 40.3' Foy E AR CA 34� , ��Q EXISTING 6" OF 3/4" TO 1 1/2" L6" OF 3/4" TO 1 , 1/2" T• ALUMINUM DOUBLE WASHED STONE 2" SCH 40 PVC MANIFOLD 1/4" PERFORATION TO BE DOUBLE WASHED STONE TO N BO - PIER PIPE PITCH 0.005 BACK TO BE PLACED ADJACENT.TO 1/8" \ A �0 ,� -3b� '`� PLACED AT THE 6 O'CLOCK VENT HOLE AND BENEATH ` f Y Q I g FORCE MAIN OF FACH LATERAL LINE ALP = LIP �� �� POSITION AT THE MID POINT VALVE BOX UNDSCAPVTIB�E�R RETAINING -> 2 SCH 40 PVC FORCE qMAIN \ \ POLE 3.0' HIGH. OF WALL EL 41.5 TOc, EDGES OF �� GUYS CA TC 4*05'Q� 26.2' THRUST BLOCK PRE55U ICE DOSE FIELD. PROFILE A � II u PAVED - _ ROAD \ �y , BASI 5' oVERDIG GAS , I �� RECORD --\ 33.00 f \ NOT TO SCALE \\ \ N89 29'DO„ . �, MTR. m x �3.9 \ LAKE EDGE \ 40 MIL RUBBER LINER AROU PERIMETER \ \ ELEVATION - TOP\40.8'- B ; 35.0' ; r STEP \ \ / x ` 0 �` S v a \ NOTES: 1/4" PERFORATIONS , U C C `��T ALTERNATED EVERY 5.0' AT / / EXLSTING 2" MIN. OF 1 8" TO 1 4" H I WOOD � ! 1 VERTICAL DATUM: TOP OF CONC. BND. ELEV - 38.22' DOUBLE WASHED STONE \ .. / o r <ip THE 6 O'CLOCK POSITION 0 RAMP uip \ : u;,a_ 2. SEPTIC SYSTEM SHALL BE INSTALLED ACCORDING TO 310 CMR (TYP ) TOP STONE ELEV. 10.0' ROPOSED P ECAST CON ��+ 15.00 (TITLE V) AND THE TOWN OF BARNSTABLE BOARD OF FINISHED GRADE �j %0 GALLON (H-20) S TIC � K WITH MI ROFAs HEALTH REGULATIONS. P OSED 5 ST UNIT BRICK 3. ALL PIPES SHALL BE 4 SCHEDULE 40 PVC r DDI N f ! 4 'GARAGE WALK ~\ 4. WHERE APPLICABLE THE DISTRIBUTION BOX SHALL BE WATER S.A.S - 'x45' / REMOVE rSc DISPOSE i __ - f MOVE IsT s1cAs RINSE ARE213 J,� TESTED TO INSURE LEVELNESS AND EQUAL FLOW. O_PRESSURE d ED �� EXISTING LEACH FIELD- �-- vA�� CONC. 1 ALL EP C PROPOSED h 0' c� \ LEACHING FI /'' vn "; TANK AN PLA - \ 5.THE INSTALLER IS TO VERIFY THE LOCATION OF UTILITIES AND \ WA R vpTis 38_ CANTILEVER J -u. I CA Y�� VED 8 3 PREoAsr TE l000 , __ GE SEWER LINE ELEVATIONS PRIOR TO INSTALLATION,. YoM PA 6 GAL H-L20) WATER T1GH1A > 1L FEN M� \\ pRIVE P c EM1 " _�- _11N OST & RA 6. SOIL ABOVE C LAYER (SHOWN ON SOIL LOGS) SHALL BE ' 77,35'p0 1 EXIS REMOVED AND REPLACED WITH-CLEAN SAND ACCORDING TO c' 10.B -� N �'' MASS. LOCAL SPECIFICATIONS IN THE S.A.S. AREA. 7. EXCAVATION FOR AREA WHERE FILL IS REQUIRED SHALL ORIFICE SHIELDS AS �� BA _ - 1 PVC SCH 40 MANUFACTURED BY ORENCO \ �" --- EXTEND 5' LATERALLY BEYOND S.A.S. 6" OF 3/4" TO 1 1/2" LATERALS (TYP.) \ 38 8. SYSTEM IS NOT DESIGNED FOR GARBAGE GRINDER. DOUBLE WASHED STONE SYSTEMS INC. OR APPROVED \ v� C B' �'� ALL AREAS 9. ALL PRE CAST UNITS ARE TO BE SET LEVEL AND TRUE TO EQUAL , BENCHMARK. TOP OF GRADE ON A LEVEL STABLE BASE WHICH HAS BEEN \ ` BOUND ELL� 38.21 FLOOD ZONE X MECHANICALLY COMPACTED. NATIVE GROUND WITH6" PRESSURE DOSE FIELD PROFILE 13" \��n3 AGGREGATE BASE IS ADEQUATE. NOT TO SCALE - VARIANCES REQUESTED: 10. MIN. PIPE SLOPE 1/8 IN/FT, 1/4 IN/FT PREFERRED. 11. UNLESS OTHERWISE SPECIFIED MANHOLE COVERS ARE TO BE 7 1.VARIANCE TO WETLAND RESOURCE AREA WITHIN 9" OF FINISHED GRADE. L V��11 T 3 A./SETBACK IS 100 FEET B.PROPOSED IS 49.0'ON WEST SIDE 12. SEPTIC TANK TEES SHALL CONFORM TO MASS & LOCAL `s. o C.PROPOSED IS 72.4'ON EAST SIDE REGULATIONS. Date DESCRIPTION Drawn Checked 2.VARIANCE TO PROPERTY LINE A.SETBACK IS 10 FEET 13. ALL STONE IS TO BE DOUBLE WASHED ACCORDING TO MASS. R E V I S 1 0 N S o+ � B.PROPOSED IS 5.6' & LOCAL REGULATIONS. SEPTIC SYSTEM UPGRADE DESIGN 3.VARIANCE TO CATCH BASIN 14. GROUND COVER OVER SYSTEM COMPONENTS SHALL NOT A.SETBACK Is 25 FEET B.PROPOSED IS 11.8'i EXCEED 3' UNLESS COMPONENTS ARE H-20. FOR JANSSON - 4.VARIANCE TO SHED ONSLAB 15.CONTRACTOR TO NOTIFY HEALTH AGENT AT TIME OF ��P1"0F'dq�s�c AT A.SETBACK IS 10 FEET EXCAVATION TO VERIFY SOIL ABSORPTION MATERIAL IS \sue SHAWN 26 JOH N SOIN LANE B.PROPOSED IS 7.2' o hMaCINNES u� I N SATISFACTORY.ZONE.' RD- 16. CONTRACTOR TO NOTIFY HEALTH AGENT AT TIME OF .� Na,413isas CEN TER�'I LLE EXCAVATION TO VERIFY 4 FEET OF SUITABLE MATERIAL BELOW SOIL ABSORPTION SYSTEM. S 10NAL'��>G��i SCALE: 1" = 20' DATE: JUNE 5, 2016 MAP: l93/041 C.B. end. , - FLOOD ZONE.• MINIMUM HAZARD X GRAPHIC SCALE p MACINNES CONSULTING Panel No. 250001 056 J (7 06/20 4 20 0 10 20 40 so P.O. BOX 1182 PLAN REFERENCE. BOOK 142 PAGE 4 MENEEMMM EAST SANDWICH, MA 02537 BENCHMARK DATUM: POND ELEV 33. 0' IN FEET ) ENGINEER (508) 274-2091 WIND EXPOSURE CATEGORY* C i inch = 20 ft , DRAWN BY: SGM $ Nt1 ` CHECKED BY: SGM 1 6 - 49 4 '�S>HETJ OF 2 i i I I DATE: MARCH 18, 2015 HEALTH DEPARTMENT: DAVID STANTON, IRS. DESIGN CALCULATIONS: TEST HOLE 1 - GSE = 38.0 SOIL EVALUATOR: SHAWN MACINNES Specifications for MicroFAST 0.50 Wastewater Treatment System DEPTH FROMSOIL SOIL SOIL OTHER NUMBER OF BEDROOMS: 4 L GENERAL SURFACE HORIZON TEXTURE COLOR MO SURFACE (STRUCTURE, - The contractor shall furnish and install (1) MicroFAST90,50 treatment system as manufactured by Bio-Microbics, Inc. The treatment system shall be complete with all needed equipment as (INCHES) (USDA) (MUNSELL) STONES, ETC.) GARBAGE DISPOSAL UNIT: NONE shown on the drawings and specified herein. The rinci al items of e ul ment shall include the FAST6s stem insert blower assembly, blower controls and le extensions or lid. All other items will be provided b others. o - s A SANDY LOAM 10YR 3/1 TOTAL ESTIMATED FLOW: (110 GAL/BEDROOM/DAY X 4 q p y y� p y j 6 - 18 B LOAMY The icro AST 0,50 unit shall be situated within a 450 Gallon [1700L] minimum compartment as shown on the drawings, Suggested maximum settling zone Is (1) X the daily flow, Tank must COARSE 10YR 4/1 15% GRAVEL BEDROOMS) = 440 GPD provide adequate pump, out access and conform to local, state, and all other applicable codes, The contractor shot coordinate the proper fabrication of the tank between the FAST 18 - 70 C SAND 2.5Y 4/1 REQUIRED SEPTIC TANK CAPACITY= 200% = 880 GALLONS system and tank supplier with regard to fabrication of the tank, installation of the FAST unit, and delivery to the job site. FINE SAND WITH slLr ACTUAL TANK SIZE: 1500 GALLONS (H-20) 2. OPERATING CONDITIONS The MicroFAST 0,50 treatment system shalt be capable of treatin the wastewater produced b typical famil activities (bath, laundry, kitchen, etc,) ranging from (1) one to GROUNDWATER ENCOUNTERED AT 32" ELEVATION 35.33" LEACHING AREA REQUIRED: (8) eight people and not to exceed 500 US Gallons per dayy (1800 TPD) provided the waste contains nothing hat will interfere with biological treatment, The FAST system is a biological SIEVE SOILS ANALYSIS PERMEABLE MATERIAL CLASS i G8 MIN/IN.. SOIL CLASS- 1 treatment system not meant f or non-biodegradable' or industrial wastewater. DATE: MARCH 18, 2015 HEALTH DEPARTMENT: DAVID STANTON, IRS. PERC RATE- <8 MIN/IN. 3. MEDIA ! TEST HOLE 2 - GSE = 38.0 SOIL EVALUATOR: SHAWN MACINNES The FAST®media shall be manufactured of rigid PVCpolyethylene, or of ro polypropylene and it shall be supported b the of eth tene insert, The media shalt be fixed in position and contain LTAR -0..66 GPD/FT. 9 � dP YP PY PP � � Y Y DEPTH FROM soil SOIL SOIL soil OTHER no moving or wearing parts and shall not corrode, The media shall be designed and installed to ensure that s oughe solids descend through the media to the bottom of the septic tank, SURFACE HORIZON TEXTURE COLOR MOTTLING (STRUCTURE, 440 GPD/ 0.66 GPD/S.F. = 666.67 SF USE: 667 SF (INCHES) (USDA) (MUNSELL) STONES, ETC.) 4. BLOWER LEACHING CAPACITY: The MicroFAST 0.50 unit shall come equipped with a regenerative type blower capable of delivering l.07w-e2r5 CFM [31-46 m3/hrl, The blower assembly shall include an inlet filter with metal fitter o - s A SANDY LOAM piping to the tank shall use non-corrosive material (PVC, Galvanized, or stainless 6 - 18 B LOAMY , _ Steel), Do not run galvanized pipe inside the treatment tank, Refer to Installation Manuat for further details. 15% GRAVEL LEACHING FIELD COARSE 1OYR 4/1 : 15X 45 = 675 SF 18 - 70 C SAND 2.5Y 4/1 5. REMOTE MOUNTED BLOWER FlNE SAND The blower shall be placed on a contractor supplied concrete base. The blower must not sit in standing water and its elevation must be higher than the tank and normal f lood level. A two- WiTH SILT 675 SF * 0.66 GPD/SF = 445 GPD piece, rectangular housing shall be provided. The discharge air line from the blower to the MicroFAST®System shall be provided and installed -by the contractor, 6, ELECTRICAL The electrical source huld be within 150 feet 145 meters] of the blower consult local codes for ton Der wiring distances. All wiring must conform to all applicable codes(IEC, NEC, etc.), Wiring distances must �rovent significant voltage toss, Input powe�0 bn electrical systems 110/220VAC, 10, 3.5/1.7 FLA, on 50 WiEctrical systems 220VAC, 10, 1.9 FLA. Other voltages and phase are also available. Actual power consumption varies with site conditions, All conduit and wiring shall be supplied by contractor, 7, CONTROLS PRESSURE DOSE SPECIFICATIONS: The control panel provides power to the blower and contains an alarm system consisting of a visual and audible alarm capable of signaling blower circuit failure and high water conditions, j The control panel is equipped with SFR®(Sequencing Fixed Reactor) timed control feature, A manual alarm silence button is included. PERFORATION SIZE =1/4"DIAMETER 8. INSTALLATION AND OPERATING INSTRUCTIONS BUOYANCY CALCULATIONS All work must be done in accordance with local codes and regulations. Installation of the FAST 0,50 shall be done in accordance with the written instructions provided b the manufacturer, PERFORATION SPACING -5'O.C. g p y LATERAL DIAMETER -1" TOTAL Septic Tank and Soil Cover: 27,082 LBS. LBS. Manuals shall be furnished, which will include a description of system installation, operation, and maintenance procedures. MANIFOLD DIAMETER =2" TANK WEIGHT: 9. FLOW AND DOSING PERFORATIONS ON ADJACENT LATERALS TO BE STAGGERED H-20 1500 GAL Septic Tank 11'X6'2"X6' : 21.230 LBS. FAST®systems have been successfully designed, tested and certified receiving gravity, demand-based influent flow, When influent flow is controlled byy pump or other means to help with SOIL WEIGHT: highly variable flow conditions, then multiple dosing events should be used to maximize performance. The flow rate shall not exceed 5 gpm (19 Lpm) wit, a maximum hourly flow not to PUMP DOSING CALCULATIONS: exceed 10% of the design daily flow (50 gph (190 LPHA 12" Soil Cover(Wet): 1'(d) x 11'(I) x 6.17'(w) x 86.23 LB/CU. FT. = 5,852 LBS. 10,WARRANTY EFFLUENT VOLUME TO BE PUMPED TO LATERALS TOTAL Water Uplift: 25,410 LBS. (Total Inundation) Bio-Microbics, Inc. warrants at( new residential FASTOmodels (MicroFAST®0.50, 0.625, 0.75, 0,90, and 1.5) against defects in materials and workmanship for a period of two years after DAILY FLOW =440GPD ' installation or three years from date of shipment which ever occurs first, All other FAST®syystem models are warranted for a period of one year after installation or eighteen months from date EMERGENCY STORAGE REQUIRED-440 GAL Water Weight : 6(h) x 11'(1) x 6.17'(w) x 62.4 LB./ CU. FT. Of shipment, whichever occurs first, All are subject to the following terms and conditions betowl EMERGENCY STORAGE PROVIDED TANK INTERIOR DIMENSIONS=87X4'5" During the warranty period, if any part is defective or fails to perform as specified when operating at design conditions, and if the equipment has been installed and Is Water Uplift 25'410 lbs. < Tank and Soil Weight of 27,082 LBS. - OK being operated and maintained In accordance with the written Instructions provided by Bio-Microbics, inc., Bio-Microbics, Inc. will repair or replace at its discretion such 27"X4'5"X8'2"X7.48 GAL/CU.FT.=623 GAL defective parts free of charge. Defective parts must be returned b owner to Bio-Microbics, Inc.' s factory postage paid,if so requested. The cost of labor and all of NUMBER DOSES/DAY =t8 DPD expenses resulting from rep[acement of the defective parts and rom installation of parts furnished under this warranty and regular maintenance Items such s��y NOT SCALE NUMBER OF GALLONS =440/8=55 GALLONS filters or bulbs shall be borne by the owner, This warranty does not cover general system misuse, aerator components which have been damaged by flooding 1d DRAIN BACK VOLUME components that have been disassembled by unauthorized persons, improperly Installed or damaged due to altered or improper wiring or overload protection. 2"FORCE MAIN&2"MANIFOLD-5 GALLONS TOTAL Pump Chamber and Soil Cover: 20 611 LBS. This warranty applies only to the treatment plant and does not Include any of the structure wiring, plumbing, drainage, septic tank or disposal s stem. BIo-Mi SS. NOTED ' reserves the right to revise change or modify the construction and/or design of the FAST system, or any component art or parts thereof, wi hout incurrin $ PUMPING 6o GALLONSU 55 GALLONS+VOLUME GALLONS IN BACK VOLUME TANK WEIGHT: 1 • to make such changes or modifications In present equipment. Blo-Microbics, Inc, Is not responsible for consequential or Incidental damages of any nature result c� omIN INCHES X H-20 1000 GAL Pump Chamber 9 X5 3 X6 " 14,500 LBS. such things as, butnot limited to, defect in design, material, or workmanship, or delays in delivery, replacements or repairs. [CENTIMETERS] SOIL WEIGHT: TOLERANCES BETTER WATER. BETTER WORLD.` THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES EXPRESS OR IMPLIED. BIG-MICRDBICS SPECIFICALLY DISCLAIMS ANY IMPLIED DOSING VOLUME REQUIRED IN 1000 GALLON PUMP CHAMBER: WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. ±TOLERANCES ICES 60 GAL/7.4 GAL/CU.FT.-8.1 CU.FT.PER DOSE 12" Soil Cover (Wet): 1.5'(d) x 9'(1) x 5'3" (w) x 86.23 LB/CU. FT. = 6,111 LBS. NO REPRESENTATIVE OR PERSON IS AUTHORIZED TO GIVE ANY OTHER WARRANTY OR TO ASSUME FOR BIO-MICRDBICS, INC., ANY + MicroFAST 0.50 FAST Unit OTHER LIABILITY IN CONNECTION WITH THE SALE OF ITS PRODUCTS. Contact your local distributor for parts and service. [- 0,05 CM/CM] DOSING DEPTH IN 1000 GALLON PUMP CHAMBER: WEIGHT lb SIZE DRAVMG NUMBER TOTAL Water Uplift: 21658 LBS.(Total Inundation) NAME DATE R SHEET 8.1cu.FT.PERDosE A Micro�AST00�50 Specifications TANK INTERIOR DIMENSIONS=8'2"X4'5" Water Weight : 5.83'(h) x 9'(1) x 5'3"(w) x 62.4 LB./ CU. FT. WHOLEFWIITHOUTNTHENWRITTEN PERMISSION OF BID THE SOLE INRP ISTPROHIBITED, DESIGN INC.D INVENREPRODUCTION ONRRIGHT BARE RESERVED. INATHE BIo-MICRDBICS ©2014 DRAWN CTC 12/18/2006 3 OF 4 DOSING DEPTH-8'2"X4'5"X(2.5")=9.2 CU.FT/DOSE>3" INTEREST OF TECHNOLOGICAL ADVANCEMENT, ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE, NECKED PF 9/18/2013 REVISED 9/18/2013 REV. INI-05-V DISCHARGE RATE Water Uplift of 17,190 lbs. < Pump Chamber and Soil Weight of 20,611 LBS. - OK 32 GPM @ 10 FEET OF HEAD PUMP USE MYERS 4/10 HP SRM 4 OR APPROVED EQUIVALENT WITH VERTICAL FLOAT SWITCH Minimum leg extension assembly see note 1-4 2 screws Alternate Air Supply Includer ed Option Su Air FAST®Vent Option Non-corrosive clamp Line PUMP CURVE FOR MEYER SRM4 4/10 HP PUMP Inspection/ Pump NOTES every 2 feet [0.6m] out ports R plumbing and 1. Airline piping to FAST®May not exceed 100 FT 130m1 total length and see notes 3- vents must use have a maximum of 4 elbows in the piping system, For distances g p NDS Grate MIN 7 in water tight askets greater than 100 FT [30m] consult factory. Blower must be located Sg [45 cm SO] of above flood levels on a concrete base 26' X 20' X 2' [65 X 50 X 5cm] 3'[87� MIN see notes 2 min open surface area CAPACITY LITERS PER MINUTE 40 BO 120 160 200 240 280 320 360 Vent 2. Vent to desired location and cover opening with a vent grate with at see note 2 Pipe clomp least 7 s In.[45 s cm] open surface area, Secure with stainless steel 24 7 j see note 9 screws. Vent piping must not allow condensate build up or create Rise FAST®Air Lift - back pressure. Vent must be above finished grade or higher (see 20 6 -- 4' [1010 sheet 4 of 4). 12'MIN � "' AST®effluent pipe Fasten with non- � 16 5 P P corrosive screws [30.5 MIN ] see note 7 3. All appurtenances to FAST®(e.g. tanks, access ports, electrical, etc.) i I 2'[5] MIN must conform to all applicable country, state, province, and local a I 4 Blower Piping plumbing and electrical codes. Pump out access shall be adequate 6 1/8' MIN LJ i2 /o yP a note I to thoroughly clean out both zones. Gasket [15.4 ]MIN Non-corrosive clamp Riser g a 6 4. All inspection, viewing and pump out ports must be secured to > every 2 feet [0.6m] O a 4' 16 3/8 MIN see note 11 prevent accidental or unauthorized access. - r 2 o 115.2 Q�� O p oa [41.6 MIN ] DETAIL 4 ~ 10.2 ] .OlAilD 5. Tank, piping, conduit, etc. are provided b others, Blower control SCALE 1 4 system yBlo-Microbics, Inc. See Installation Manual o � o la 20 30 40 so 60 70 ao 90 15 1/4'MIN 6. If less than the specified minimums are considered necessary, consult 2' Air [39 MIN ] factory for guidance. DETAIL Llneply CAPACITY GALLONS PER MINUTE 35' tl/8' 7. All piping and ancillary equipment installed after FAST must not SCALE 1 5 FAST®Air Lif ! [88.9] 0,3 impede or restrict free flow of effluent. Minimum leg extension assembly Cou i r P )T-.cluent 24 1/81rIIN 41 1/4MIN 8. The tank(s) shall be designed to prevent air passage between the see note 4 waste 161.3 MIN ] [105 MIN ] settling zone/tank and the treatment zone and preventing an air lock. 519116 30ARD OF HEALTH REVIEW REVISIONS see note 8 �Md Examples include a baffle wall sealed to the lid or treatment zone Inlet line with a pipe cap. Consult factory for guidance. Notes 515116 30ARD OF HEALTH REVIEW REVISIONS j 1. Secure leg extension to the FAST®unit by placing two screws on each side of the leg extension (4 screws per foot are Included), 22 16 0ARD OF HEALTH REVIEW REVISIONS 9. The air supply line into the FAST®unit must be secured to prevent / / Vibration induced damage, The air supply line should be secured with 2. Cut 4' schd. 40 PVC pipe (not Included) to obtain the desired height, Minimum pipe tength of 6 1/8' [15,56cm] will connection between zones 9 pppp Y rovide minimum clearance of 10'. For heights grenter than 18' [4S7cm1 use schd. 80 PVC pipe (not included). DO NOT SCALE 6 3/8 MIN a non-corrosive clamp every 2 min 160 cm]. See alternate air supply 19 PP _ Date DESCRIPTION Drawn Checkedi onsult factory for extending leg beyond 36'[90 cm]. UNLESS NOTED 16.2 ]MIN option on sheet 4 of 4. 3. Anchor the le extensions to the tank with non-corrosive hardware (not Included) at the provided mounting points,J P g P 9 P DIMENSIONS � • '�"•�U see note 6 & 12 4. If less than the specified minimums are considered necessary, consult factory for guidance. E IN INCHES ® s{y ors R E V I S i 0 hi S 10, Specialized treatment levels may require specific features to be 5, The air supply tine into the FAST®unit must be secured to prevent vibration Induced damage. The air su l line sh u /�P p y q p 9 PP Y ARE INC RS] Settling Zone Treatment Zone incorporated into the design. Consult factory for guidance. be secured with a non-corrosive clamp every 2ft [0.6m] Minimum. TOLERANCES BETTER WATER.BETTER WORLIr r 5 .r i 350 Gallon MIN [1300 L MIN] 450 Gallon MIN [1700 L MIN] 6. Tank, anchors, piping conduit, blower, housing pad and vents are provided by others, t 0.02 IN/IN �l SHAWN SEPTIC SYSTEM UPGRADE DESIGN 11. Min, height may be reduced, consult factor and reference 'Low [+ 0.05 CM/CM] MicroFAST 0.50 FAST Unit (o MacINNES �1 Profile Module Procedure.pdf' WEIGHT tf, SUE DRAvnNG MMER i CIVIL v) FOR JANSSON Ti�E WRMNTI[N CONTAINED IN THIS DRAWING IS RE SOLE PROPERTY OF BDl-MICR®ICS INC. ANY REPR®UCTIN IN PART OR AS A � �� A MicroFAST®0.50.Details SHEET � 4j328� � , AT - - ------------- I ------ -- ------ 12. Refer to sheet 4 of 4 for leg extensions requirements. IWHOLE NTEREST THE i$ I� PRaHiBI�s SIN RII�+r� IN THE BIo-MICRDBICS ©2014 DRAWN 4 OF 4 iI 1 ' ' _ .fS,U'��L EN \C I ' TI I 15 fl/4 29 3/4f1/4' , c1a:D �' ner�a3 I1wrsEn 9/1erm1� REV. INI-os-v s, �� 26 J 0 H N S 0 N LANE I [38.1 f0.6] ,�' '�.\75.6f0.6] I - _ IN 30' 31 1/4' MIN CEN TER VI LLE [76.21 [79A]MIN DO NOT SCALE MAINTENANCE NOTES: _ 59 1/2 I UNLESS NOTED ti SCALE: 1 - 20' DATE: MAY 11, 2016 [151,1 ] DIMENSIONS � 1. FAST system shall be perpetually maintained by property owner and results of maintenance submitted to Approving Authority. `-------------------------- - - ----------------- ------ ---J ARE IN INCHES 2. Pumps, alarms and other equipment re uirin 12'MIN [CENTIMETERS] BETTER WATER.BETTER WORLQ' p � requiring periodic or routine inspection and maintenance shall be operated, inspected and maintained in MACINNES CONSULTING Minimum clearance to TOLERANCES accordance with the manufacturers and the designers specifications. inspections shall be performed annually and results submitted to the Approving P O. BOX 1182 insert FAST®liner Into t [30.5 MIN ] t TOLERANCES IN/IN Authority. [1 1/2' MIN [f 0.05 CM/CM] MicroFAST 0.50 FAST Unit y EAST SANDWICH, MA 02537 [171.5 ]MIN WEIGHT lb SIZE DRAWING NUMBER (508) 274-2091 I THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIG-MICRDBICS INC. ANY REPRODUCTION IN PART OR AS A NAME DATE A MicroFAST®0,50 with feet SHEET WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICRDBICS M IS PROHIBITED. DESIGN AND INVENTIN RIGHTS ARE RESERVED. IN THE BIO-MICRDBICS ©2014 DRAWN CTC I - 2AB/� 2 OF 4 INTEREST OF TECHNOLOGICAL ADVANCEMENT, ALL PRODUCTS ARE SUBJECT TO DESIGN AND DR MATERIAL CHANGE WITHOUT NOTICE. CHECKED PF 9/18/21113 REVISED 9/18/2013 REV. INI-05-V DRAWN BY: SGM 16 - 49 4 CHECKED BY: SGM SHEET 2 OF 2