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0250 SMOKE VALLEY ROAD UNIT #A - Health (7)
..?So -yr*7k c Y k000" it I i Town of Barnstable Barnstable �IME rqy, Board of Health ``ac j `"""" �` 200 Main Street, Hyannis MA 02601 Aj i639. a 2007 FD A�P'f Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi June 28, 2013 Ms. Arlene Wilson A.M. Wilson Associates 20 Rascally Rabbit Road, Unit 3 Marstons Mills, MA 02648 RE: 250-Smoke Valley-Road, ostervllle �e w� � w � r�-A 7_002 Dear Ms. Wilson, You are granted two local variances on behalf of your clients, Robin Brown and Marcia Brown, Trustees to construct an onsite sewage disposal system, incorporating innovative/alternative technology (PERC-RITE Drip Dispersal System) Sat 250 Smoke Valley Road, Osterville. The variances granted are as follows: Section 360-1 of the Town of Barnstable Code: To install a septic tank 83 feet away from a coastal bank, in lieu of the minimum 100 feet separation distance required. Section 360-1 of the Town of Barnstable Code: To install a septic tank 50 feet away from a bordering vegetated wetland, in lieu of the minimum 100 feet separation distance required. These variances are granted with the following conditions: (1) No further expansion of the "beach house" is authorized in the future. No more than two (2) bedrooms maximum are allowed at the "beach house." (2) The, septic system' shall be installed in strict accordance with the revised engineered plans dated May 17, 2013. (3) 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 wash installed in substantial compliance with the revised plans dated May 17, 2013. I (4) The innovative/alternative (I/A) system (PERC-RITE Drip Dispersal System) shall be designed, constructed, and maintained in compliance with the Renewal Certification for General Use Approval letter from the Massachusetts Department of Environmental Protection dated May 23, 2012. Q:\WPFILES\WilsonSmokeValleyRoad2013.doc (5) The PERC-RITE Drip Dispersal System Service Contractor shall inspect and service the System at least annually, in accordance with Company requirements and checklist. (6) Prior to commencement of construction of the PERC-RITE Drip Dispersal System and after recording and/or registering the Deed notice required by 310 CMR 15.287 (10), the System owner shall provide the Public Health Division Office a copy of the certified Registry copy of the Deed notice. These variances are granted because the proposed plan appears to meet all of the setback requirements and design standards contained within the State Environmental Code, Title 5. This property borders wetlands and the Marstons Mills River. The designing engineer designed the soil absorption system to be located further away from the wetlands outside of the 100 feet buffer. Since r ly yours, Wayne Iller, M.D. Chairm n, Board of Health Q:\WPFILES\WilsonSmokeValleyRoad2013.doc I 1 of THE rah, DATE W Z,6 ` 13 �% FEE: I/ O_D. BARNSTABLr. Q MASS. 9� i639• ��� REC. B ' Town of Barnstable I LI I13 SCAED. DATE: Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862.4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: 250 Smoke Valley Road, Osterville ' Assessor's Map and Parcel Number: 97/2 Size of Lot: t5.8 Acres Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: APPLICANT'S NAME: Robin Brown Phone ' Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Robin Brown,Trustee Name: Marcia Brown, Trustee Name: Arlene M. Wilson 24 Colonial Way A. M. Wilson Associates,Inc. Address: Weston, MA 02493 Address: 20 Rascally Rabbit Rd., Unit 3 ' Marston Mills, MA 02648 Phone: Phone: 508-420-9792 Email: amwilsonassoc@amwilsonaasAsociates:;com ,o ' VARIANNCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(v Attach If More : Space Needed) 9 Ch 360-1 Setback from Coastal Bank See Attached '° ' NATURE OF WORK: House Addition CS House Renovation 2 Repair of Failed Septic ystem 2 Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. — Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian ' Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to 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/lessee 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 t REASONS FOR VARIANCE Local regulations require a setback of 100' between all system components and ' wetland resources as defined by Title 5. DEP staff recently informed the Chair that setbacks should be measured from both the down-gradient and up-gradient sides of a Coastal Bank. The septic component setbacks from down gradient side of Top of Coastal Bank provided are: ' Tank#1 ----------------------------- ±59' Tank#2 ±5 ' Pump Chamber ------------------- ±50' ' The SAS has been relocated to a position more than 100' from all wetland resource areas. 1 E f i l Tit", „<.., r• f -'- 3 REMITTANCE ADVICE • v to al $LA wlil {r }tty (1 k 31. ,y ! 1 x 1``At >;WILSON ASSOCrATES '(NC w x , „r., t { "dd1� p 1 ;lir {G' S3 7Q54 211f3; k* t:afht +I CtI '')} 20�RA5CALL�Y-RB�STRD'Sty{t k {r �; C1 AB : {' {�'s t s 1 {Q{ rMARSTO.NS MILLS IMA Q2648 1 i'4 i�4"` l.t �i9G y r, Y .1 tr++ ! S,� �i�..f•U t S rr i N q r �.. t rj-1 "..1 1,9 6 3 101'r.. Fj J,��. �5.;:f •,�9d�. t s '> ,,.1. 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Please note,that the septic tank for guest house and the pump chamber have been relocated to a position southeasterly of the guest house. In this location, these two components are both more than 1 00' from all wetland resource areas except Land Subject to Coastal Storm Flowage (100 year flood plain). Thus, these components no longer require Variances from either Title 5 or from local septic systeih regulations. Further, the client has agreed to limit the number of bedrooms in the Beach House to two. This'is the number historically present in the building. Consequently, there will be no increase in flow from this building. The septic tank for this unit continues to require a local Variance of 17.2' from the down gradient side of the adjacent Coastal Bank Top; 82.8' being provided rather than the 100' required under Ch 360 Art I Sec 360-1. No Title 5 Variances are required for this tank. Enclosed, as promised, is one copy of documentation provided to the Barnstable Conservation Commission relative to the Beach House supporting the fact that it has always been used as a dwelling. As first constructed in 1966, it had one (1) bedroom. The 1973 addition provided a second bedroom. Exhibits J and K are planting plans not relevant to the Board of Health review, however I did not want 1 20 Rascally Rabbit Road Unit 3 508 420-9792 Marstons Mills, MA 02648 FAX 508 420-9795 to create any more confusion by providing the Board with something different than was provided to the Conservation Commission. The plans now show a reserve area. Also attached is the DEP authorization letter for the "Perc-Rite" system. We believe that no monitoring is required. An O and M contract will be provided with the Disposal Works Application as will the recorded disclosure statement. Should you have any questions or desire any additional information prior to the 6/18/13 hearing, please don't hesitate to contact our office. ' Yours, i A. M. WILSON ASSOCIATES, INC. Arlene M. Wilson, PWS Principal Environmental Planner Attachments cc: Robin Brown Attorney Kevin O'Flaherty i i i 2 ��E tNE DATE: FEE: ' SAR.YSPAB[.E. • � , HAM 9� 039. ��� REC. BY Town of Barnstable � J� SCHED. DATE: o� Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul 1.Canniff,D.M.D. LOCATION M VARIANCE REQUEST FOR Property Address: 250 Smoke Valley Road,Osterville Assessor's Map and Parcel Number: 97/2 Size of Lot: +/-58 Acres ' Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: APPLICANT'S NAME: Robin Brown Phone tDid the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NANIE CONTACT PERSON Robin town, rustee Name: Marcia Brown,Trustee Name: Arlene M.Wilson 24 Colonial Way I n ocla nc. Address: Weston, MA 02493 Address: 20 Rasca I Ra �it Road, Unit 3 ' Marstons 4illq, MA n2648 Phone: Phone: 508-420-9792 Email: amwl sonassoc@amwl sonassoclates.com VARIANCE FROM REGULATIONS(List Reg.) REASON FOR VARIANCE(May Attach If More Space Needed) Local Variances SAS±40' seaward of Bank Top Pump chamber±75' seaward of Bank Top Sec 360-1 Septic tank±84' seaward of Bank Top And any others deemed necessM by the Board All where 100'from Bank Top required NATURE OF WORK: House Addition LA [louse Renovation Repair of Failed Septic System Checklist (to be completed by office staff person receiving variance request application) Please subunit copies in 4 separate completed sets. Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage reulation 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 onlyi,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.Cannif?,D.M.D. C:\Users\decollik\AppOata\Local\Microsoft\Windows\Temporary Internet Files\Content.Ouz1ook\BAJ9P187\VARIR2Q.DOC GA a A.M.Wilson Associates Inc. February 26, 2013 t Dr. Wayne Miller, Chairman Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: Request for Local Variances, Ch 360-1 250 Smoke Valley Road, Osterville ' (Our File 2.1702.1) ' Dear Dr. Miller; In accordance with the request of Mr. McKean, we are requesting additional ' Variances for the septic system authorized for construction at 250 Smoke Valley Road, Osterville under your permit #2012-323. Mr. McKean believes that a Variance is required to install the system below the Top of the Coastal Bank. ' As you are aware 310 CMR 15.211(1) requires systems to be located so that the solid components are set back 25' and the SAS 50' from certain wetland resource areas. These include Bordering Vegetated Wetlands (BVW), salt marshes, and Inland and Coastal Banks. The regulation does not tell you whether to measure in a landward direction. However, that is the convention. To do otherwise would result in a system located in a resource area. More guidance is offered at 310 CMR 15.211(3) which states in pertinent part: "All set back distances from wetlands shall be measured in accordance with the criteria of the Wetlands Protection Act and 310 CMR 10.00, from the most landward edge of the following ' features . . . top of coastal bank as defined in 310 CMR 10.30(2)." The Conservation Commission is named as the arbiter in the event of a dispute as to the location of the Bank Top- Again, there is no direction _ on provided, however, to measure the setback toward the resource area provides a nonsensical result and convention has always been to measure landward of the resource area. ' 1 20 Rascally Rabbit Road Unit 3 508 420-9792 Marstons Mills,MA 02648 FAX 508 420-9795 ' The Conservation Commission has already granted an O-C for the septic system at this site and no questions were raised about the resource delineation during ' that review. The issue for this site is that there is a compound bank. That is, there is a low bank adjacent to the Prince Cove Estuary which confines normal tide events. Landward of that bank there is a relatively broad and relatively flat flood plain. Landward of the flood plain there is a secondary slope which is a Coastal Bank as defined by ' DEP Policy. The Top of the Coastal Bank for purposes of the Wetlands Protection Act and its Regulations is the first break in slope above the 100 year flood ' elevation where the slope becomes flatter than 1:4. In cases where there are compound banks with relatively broad shelves between ' the two sections of slope and where the shelf is only a floodplain but otherwise upland by vegetation and soils—the case for the subject site—DEP is in the habit of allowing development to occur on that shelf. The precedential case of such a permit in Barnstable is Eskandarian, SE3-3319. This site is in Osterville adjacent to the Centerville River. Here the Conservation Commission initially denied permission for a pool and its amenities. On appeal, however, DEP allowed the construction to proceed in the shelf between two sections of a compound bank; that is, below the absolute top of the Coastal Bank for the site. When this matter was discussed in the Committee rewriting Title 5 prior to the 1996 revisions, the concern with siting systems close to Coastal Banks was breakout, as is the case for any sloped surface. Consequently, a 50' setback from a Coastal Bank which, under 131/40, has a slope of 1:4 or steeper seemed reasonable to continue. The issue of bank stability for projects on or below a Coastal Bank is one for the Conservation Commission to rule on. As noted above, they have done so by giving the septic system construction a permissive Order of Conditions. ' . We have never requested a Variance under Title 5 for systems on the down slope side of a Coastal Bank. Ch 360-1 is also not specific as to from which direction the setback from wetlands should be measured. It does say that bordering vegetated wetlands are as defined at 310 CMR 15.002. The Coastal Bank definition at 310 CMR 15.002 refers you back to the definition of MGL 131 Sec 40 and 310 CMR 10.30(2). However, it goes on to say that a Coastal Bank is generally the "seaward face or side of any elevated landform". 2 ' For the subject site, the Coastal Bank adjacent to the SAS does not face the ocean or the estuary. The Top of that Coastal Bank is depicted on Sheet 2 of 2 of the ' approved septic design sheet, revised 8/24/12. The graphic is two dashes separated by one dot. Unfortunately, the label is not on that sheet. At its closest, the SAS appears to be set back 40' to the down gradient side of the Bank Top; the pump chamber is ±75' and the septic tank for the new guest house ±84' from the down gradient side of this Coastal Bank. It is our professional opinion that measuring in this way is not what was intended, however the decision is clearly the Board's to make. Should you believe. ' Variances to be required for the setbacks from the Top of the Coastal Bank, we request that they be granted. ' Respectfully Submitted A. M. WILSON ASS PCIATES, INC. ' Arlene M. Wilson, PWS Principal Environmental Planner ' Attachments 3 r ° ' April 25, 2013 A.M.Wilson Associates Inc. rDr. Wayne Miller, Chairman Barnstable Board of Health ' 200 Main Street Hyannis, MA 02.601 Re: Request for Local Variances 250 Smoke Valley Road, Osterville (Our File 2.1702.1) ' Dear Dr. Miller; Attached please find a request for Local Variances filed on behalf of our clients Robin and Marcia Brown. The Variance requests cover a septic system to service fA guest facilities and replace a failed system at 2240 Smoke Valley Road, Osterville. The Variances are for setbacks for the septic tanks and pump chamber from the down-gradient side of the Top of the Coastal Bank. As all of these components are 50' or more from the down gradient side of the Bank Top, Title 5 Variances are not required in this regard. The tanks and pump chamber have not been moved from their previously proposed locations. It is our belief that the previously issued Variance covering ' locally required setback from vegetated wetlands is still valid. ' The SAS, as you can see, has been relocated to a position close to the main residence. In this location it is in excess of 100' from all wetland resource areas and therefore requires no Variances under either Title 5 or Ch 360. Yours, A. M. WILSON ASSOCIATES, INC. 1 � ' Arlene M. ilson, PWS Principal Environmental Planner ' Attachment cc: Robin Brown Attorney Kevin O'Flaherty 1 ' 1 20 Rascally Rabbit Road Unit 3 508 420-9792 ' Marstons Mills, MA 02648 FAX 508 420-9795 i.r. . :IBC• ,� • •t�f.• �`. A.M.Wilson Associates Inc. April 9, 2013 Dr. Wayne Miller, Chairman Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: Variance Request -Withdrawal (250 Smoke Valley Road, Osterville (Our File 2.1702.1) i Dear Dr. Miller; On behalf of our clients, Robin and Marcia Brown, and,in accordance with my verbal statement of 4/9/13, I hereby withdraw the application for Variances from the Top of Coastal Bank filed with your office on 3/12/13. We will be revising the project plans and, when they are available, will.file a new request as necessary. Thank you for your consideration in this matter. Yours, A. M. ILSO ASSCiCLA`ES, 1N . rn Arlene M. lson, PWS Principal Environmental Planner cc: Robin Brown . 20 Rascally Rabbit Road Unit 3 508 420-9792 Marstons Mills, MA 02648 FAX 508 420-9795 E"I lK SEPTIC SYSTEM VARIANCE ' ABUTTER NOTIFICATION LETTER DATE: 4/26/13 ' RE: Upcoming Barnstable Board of Health Public Hearing To Whom It May Concern, As an immediate abutter of a proposed project,please be advised that a Septic System Variance ' application has been filed with the Barnstable Board of Health APPLICANT: Robin and Marcia Brown ' PROJECT ADDRESS OR LOCATION: 250 Smoke Valley Road Osterville ' ASSESSOR'S MAP& PARCEL: Map 97 Parcel 2 PROJECT DESCRIPTION: Replace septic system to service guest facilities VARIANCE REQUESTED: Tank, pump chamber & SAS —located in flood plain ' on seaward side of Coastal Bank (less than 100' ' prior to Bank Top) APPLICANT'S AGENT: A. M. Wilson Associates, Inc. ' 20 Rascally Rabbit Rd., Unit 3 ' Marstons Mills, MA 02648 PUBLIC HEARING: Town Hall, Hyannis Conference Room—2"d floor Date: 5/14/13 ' Time: After 3:00 P.M. *Please call Board of Health office for exact time. ' NOTE: Plans and application describing the proposed activity are on file with the Board of Health (508 862-4644) EXH M SEPTIC SYSTEM VARIANCE ABUTTER NOTIFICATION LETTER DATE: 7/13/12 RE: Upcoming Barnstable Board of Health Public Hearing To Whom It May Concern, As an immediate abutter of a proposed project,please be advised that a Septic System Variance application has been filed with the Barnstable Board of Health. APPLICANT: Robin&Marcia Brown PROJECT ADDRESSOR LOCATION: 250 Smoke Vallev Road Osterville ' ASSESSOR'S MAP& PARCEL: Map 97 Parcel 2 PROJECT DESCRIPTION: Elevation of existing cottage to meet flood code and add 2nd story;replace septic system; construct new guesthouse access guesthouse and access stair. VARIANCE REQUESTED: Septic tank less than 100'from BVW APPLICANT'S AGENT: A.M. Wilson Associates, Inc. 20 Rascally Rabbit Rd.,Unit 3 Marstons Mills,MA 02648 PUBLIC HEARING: Town Hall,Hyannis Conference Room—2"d floor Date: 8/21/12 Time: After 3:00 P.M. *Please call Board of Health office for exact time. NOTE: Plans and application describing the proposed activity are on file with the Board of Health (508-862-4644) Town of Barnstable �0*ZNE Tp�� y�P Board of Health BARNSTABLE, * 200 Main Street - Hyannis MA 02601 1639. �0 pTfD MA'S A, Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance request form received on the Petitioner(s), �� `S regarding the property at old v the petitioner(s)and the Board of Health agree that the Board�ofMea�lthh (insert date)to act upon the Petitioners' completed application for a variance. In executing this Agreement,the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. s . Petitioner(s): Board of Health: Signature: Signature' Chairman P�efifione�r(s)yf Petitioner's Representative Print: • /j, � 4-5�j,),L 2;� (2 Print: Wayne Miller, M.D. Date: Date: Address of Petitioner(s)or Petitioner's Representative 6 e� Town of Barnstable Board of Health ZZ74— Public Health Division 200 Main Street Hyannis, MA 02601 Phone: (508) 862-4644 Fax: (508) 790-6304 file q:extend.doc A.M.Wilson Associates Inc. TO: Barnstable Board of Health FROM: Arleng M. Wilson RE: Brown Guest Cottages 250 Smoke Valley Road, Osterville DATE: May 8, 2013 Attached please find 4 sets of revised plans for the above captioned project in 3 sheets. The Variance request for the project is scheduled for 5/14/13. Sheet 1 is the overall site plan showing the location of the system components and the required Variances. Sheet 2 contains the system design information. Sheet 3 contains the system details. The percolation test is scheduled for p the morning of Tuesday, 5/14/13. Consequently the logs in the location of the system are not yet completed, although those undertaken elsewhere on the site are shown. The logs will be available at jthe Variance hearing. Because of the site's location, we don't expect any issues relative to soils, perc rates or groundwater. x 20 Rascally Rabbit Road Unit 3 508 420-9792 Marstons Mills, MA 02648 FAX 508 420-9795 a C A.M.Wilson Associates Inc.. April 10,2013 Dr.Wayne Miller,Chairman Barnstable Board of Health 200 Main Street Hyannis,MA 02601 Re: Rescission of DWIP##2012-323 250 Smoke Valley Road,Osterville (Our File 2.1702.1) Dear Dr.Miller; 1n.accordance with our,discussions at the project hearing of 4/9/13 it is understood.that Disposal Works Installation Pernut.#2.012-323 is to be considered rescinded as Variances from the down-gradient side of the Coastal Bank were:not shown on the plan on which the permit was based and plans are being revised in anticipation of applicadop:for a new permit. No septic system construction w.ill;be undertaken under permit#2012 323. Yours, A.M.WMON ASSOCIATES,INC. owledged Arlene M. ..ilson,PWS Principal. nvironmental Planner Robin Brown,Trust e 20 Rascally Rabbit Road 508 420-9792 Unit 3 Marstons Mills,MA'02648 fAX 508 420 9795 a 1 A.M. Wilson Associates Inc. co 1 May 22, 2013 C1 Dennis Houle, Chair - Barnstable Conservation Commission' 200 Main Street CD-, : �,'.� Hyannis, MA 02601 VJ Re: SE3-5061 Supplemental Information 250 Smoke Valley Road, Osterville 0- (Our File 2.1702.1) Dear Mr. Houle; i Attached please find 9 sets of supplemental documents filed on behalf of the i applicants for your file SE3-5061. These materials are filed in response to questions which arose at the 4/30/13 session of the project wetlands hearing. They include: 1 A) The original deed from Seapuit Inc to the Carstensens; B) The original plans for the cottage proposed in 1966; C) Photographs of the structure taken between 1966 and 1968 showing the cottage during and subsequent to construction; D) Assessing Information for the cottage from 1966 through 1981; iE) The Town Meeting vote first requiring building permits for residential construction; F) Approved Building Permit Application and plan for cottage addition; i G) Current photographs of the cottage; H) Site plan revised to show: Guest House septic tank and pump chamber i more than 100' from BVW and Top of Coastal Bank; leaching and reserve landward of Conservation Commission jurisdiction and 2 bedrooms in the cottage; iI) Revised architectural plans for the cottage; J) Revised Vegetative Mitigation sketch; K) Remised Revegetation plan as approved by the Commission on 5/21/13. 1 I i 1 20 Rascally Rabbit Road Unit 3 508 420-9792 Marstons Mills,MA 0.2648 FAX 508 420-9795 z 1 1 1 We will explain these documents in greater detail at the project hearing on 5/30/13. ' In the meantime, should you have any further questions, please don't hesitate to let us know what they are so that we can attempt to answer them at the hearing. Yours, A. M. WILSON ASSOCIATES, INC. 1 iArlene M. Wilson, PWS Principal Environmental Planner 1 cc: DEP Robin Brown 1 Attorney Kevin O'Flaherty i 1 1 � 1 i i 1 i2 1 � Y Town of Barnstable Geographic Information System July 9,2012 2 X - - W 098023004 097005003 #1925 #38 097005004 676008 #0 :...., 097005002 ii Z8 097005005 #331P 097005001 0120 097004 #17 0 097 010 #125 076071 d'.: :: r' ''U;::<i.7 :::.:;'#250''';::: :`if `-::;:.;'.`..`;t':':-'';','':%,`, "::' :":it:::'•i:'`c 097008 #155 071107 097007 `#201 1� 0700 # 3 ' ::`.:# 097009 VAL �l ' #175 uu Q : �1 !: 4l.;`:'• _::'.iii pii'i.i; >i 098004001 #0 098004 008 075037 #0 #476 ® 075038 096003 _ #488 #312 096024 090028 1 Fe t 096027 0 00700 098002 #280 #218 #182 #275 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:097 Parcel:002 Board of Health Selected Parcel a boundary determination or regulatory interpretation. Enlargements beyond a scale of Abutter List Type-Direct abutters(no set distance)and the properties located 1"=100,may not meet established map accuracy standards. The parcel lines on this map :' i+ w are only graphic representations of Assessor's tax parcels. They are not true property across the street. Abutters boundaries and do not represent accurate relationships to physical features on the map f such as building locations. Buffer . (� - EXH. J Town of Barnstable P# Departinent of Regulatory Services e e"artarv� � Public Health Division Date » seyy 200 Main Street,Hyannis MA 02601 Date Scheduled Tfine Fee Pd. i V ' Soil Suitability Assessment for Se age Disposal Performed By: GSIM �11��(,rv� Witnessed By. LOCATION&GENERAL INFORMAT19N /� / Location Address Z Sa Owners Name �D 9 ice/ /r7 m W N Siao X e. V.l Pr1�/k(l�g 570 11 Address Assessors Map/ParceL Oct I DO L Engincer s Name L(wolh NEW CONSTRUCTION ( REPAIR Y4. Telephone#&0 27 y -7 Land Use: Sljtn I1\11 Slopes(%). - 50 /a Surface Stones NO Distances from Open Water Body 7 00 ft Possible Wet Area N(" ft Drinking Water Well Draihage Way ft Property Line RS ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands proximity to holes) e oS C` ro Q¢,k ' 1 . Parent material(geologic) 6�"c al ea-+wuS�. Depth to Bedrock 7.^)-vD 1 Depth to Groundwater. Standing Water in Hale: Weeping from Pit Dsce Estimated Seasonal High Groundwater y t ' DETERM[NATION FOR SEASONAL HIGH WATER TABLE Method Used: G mn„SS,o el PIA Depth Observed standing in obs.hole: 1 Io, Depth to soli mottles: . 1"I A In. Depth to weeping from side of obs.hole In, Groundwater Adjustment Index Well#MIW-7.9 Reading Date 1L IndexWellleve Arij,factor 2J' Adj.Groundwater Level 3 PERCOLATION TEST Date 4 Li! I Time - Observation Hole# Timeat9" " L Depth of Pere 4� Time at 6" Start Pre-soak Time @ C):DO 01 OD Time(9"•6') ' End Pre-soak S"o d :00 Rate Min./Inch Site Suitability Assessment: Site Passed V Site Failed: Additional Testing Needed(YIN) Original: Public Health Divisioo Observation Hole Data To Be Completed on Back— rwuLwLi\,cpvIL 1 ' Board of Health Abutter List for Map & Parcel(s): '097002' E3H.i;1 Direct abutters (no set distance) and the properties located across the street. i Total Count: 4 Close n i %��a r'S n�;?nnp,Kzr;,a,,, ; 7[rrzarzn N a6 ..-4` ^n ,42' f ` s _ ) rr...� :,�� STEf1lILCE, ��' O 83 f i?�97 �'� p "J',r� f'4vitf itfrb� ti2��Jd ��n`�u���ax ���'��3�� 1 BROWN, ROBIN A 24 COLONIAL WESTON, MA 097002 ROBIN A TR BROWN LIVING WAY 02493 C194225 TRUST i r �c k2s Q i �tii, c - iQS a i�a t ,aa�d; i r A Q2S5 t, X BUCKLEY, 235 SMOKE OSTERVILLE, 097008 MARILYN VALLEY RD MA 02655 C14 6894 1 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 7/9/2012. 1 I � I j I 1 1 1 1 1 � 1 1 http://66.203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=BOH 7/9/2012 Do _ 1 s 19� ® F;g (�i�;-1 —2012 2 ?Q 2.AF:NSTaAP.LE L..Ar4 COURT FREG IS'TF;Y ' EXH. J ' iYtassachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-5022 `VPA Form 5- Order of Conditions eDEP Transaction#:496357 ILI Massachusetts Wetlands Protection Act M.G.L.c. 131, §40 C'rytTOwn•BARANSTABLE. ' A. General Information 1. Conservation Commission BARNSTABLE 2. Issuance a. G OOC b.G Amended OOC - 3 �i \iY.ira.�$�licant,D�>�atls a.First Name ROBIN A.&MARCIA S. b. Last Name BROWN,TRS. c.Organization ROBIN A.BROWN LIVING TRUST&MARCIA S. BROWN LIVING TRUST d.Mailing Address 24 COLONIAL WAY e City/Town WESTON f.State ivlA g Zip Code 02493 4 Propet�ty Q vner a. First Name ROBIN A.&MARCIA S. b. Last Name BROWN,TRS. c.Organization ROBN A.BROWN LIVING TRUST&MARCIA S. BROWN LIVING TRUST d.Mailing Address 24 COLONIAL WAY e.City/Town WESTON f.State MA g.Zip Code 02493 5 Fro�ect Locatton ' a.Street Address 250 SMOKE VALLEY ROAD b.City/Town BARNSTABLE c.Zip Code 02655 d.Assessors Map/Plat#097 e.Parcel/Lot# 002 f Latitude 41 6438N g Longitude 70 40492W 6 Pt o ,e p it recorded:at the•Regtstry of Deed for.. a.County , b.Certificate c.Book d. Page BARNSTABLE C.194225 LCP.5725-13 LOT 28 ' 7 Dates a. Date NO[Filed: 7/13/2012 b.Date Public Hearing Closed. 7/31/2012 c.Date Of Issuance. 8/14/2012 8.Final:Approued Plans and`Other.'`Documerits a. Plan Title: b.Plan Prepared by: c.Plan Signed/Stamped by: d.Revised Final Date: e.Scale: SITE PLAN CSN ENGINEERING LNDA J. PINTO,P.E. 5/30/2012 1"=30' A.M. W[LSON SKETCH PLAIN N/A 8/13/2012 N/A ' ASSOC IATES;,NC. B. Findings Page I of 9 * ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by MassDEP: ' — Bureau of Resource Protection - Wetlands MassDEP File"1:003-5022 eDEP Transactiot.#:496357 WPA Form 5 - Order of Conditions City/Town:BARNSTABLE Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 n;.ugs-.pursuant.6e kassa6fius`' s Weflaid&Pr6Itec n Act t Following the review of the the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing,this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: a. Ft Public Water Supply b. F, Land Containing Shellfish c.IT Prevention of Pollution d. ri Private Water Supply e. r_,1 Fisheries f F Protection of Wildlife Habitat g. r. Ground Water Supply h. R Storm Damage Prevention i. R1, Flood Control ........... 14 'Xb6iiffiW&q flereby"'f t _i.11.g:prPv N. s p Approved subject to: a. F The following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above,the following General Conditions,and any other special conditions attached to this Order.To the extent that the following conditions modify or differ from the plans,specifications,or other proposals submitted with the Notice of Intent,these conditions shall control. Denied because: b,r—The proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations.Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect interests of the Act,and a final Order of Conditions is issued.A description of the performance standards which the proposed work cannot meet is attached to this Order. c. r- The information submitted by the applicant is not sufficient to describe the site,the work or the effect of the work on the interests identified in the Wetlands Protection Act.Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the interests of the Act,and a final Order of Conditions is issued.A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CNIR 10.05(6)(c). 3.F Buffer Zone [mpacts:Shortest distance between limit of project disturbance and the wetland resource area specified in 3 10CMR10.02(t)(a). a.linear feet d. Inland Resource Area 1Approvalsr "O'n1y)" -Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement ' 4 r Bank _ ' a linear et b..linear feet, c I feet, near,:ee 5.F_ Bordering Vegetated Weiland a.square feet b.square feet c.square feet d.square feet 6. F.Land under Waiterbodi6 and Waterways a.squamfeet b.:sqdar'f square i e f ..q%,eet c..,.sq4are�feet .',get e.c/y dredged f.c/y dredged Page 2 of 9 ELECTRONIC COPY i\1Iassachusetts Department of Environmental Protection Provided by MassDEP: ' Bureau of Resource Protection- Wetlands L1assDEP File+:003 5022 L `VPA Form 5 - Order of Conditions eDEP Transaction":496357 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 City/iown:B,kRNSTABLE 7.17 Bordering Land Subject to Flooding a.square feet b.square feet c.square feet d.square feet ' Cubic Feet Flood Storage e.cubic feet f.cubic feet g.cubic feet h.cubic feet 8 �s'Iated`Land Sub3ectto Floodtng a.°square feet�� b square feet t 7 , rti} r t t Cubtc eet Flood Storage r Y ti r at f t{ t utt1t`u h 4' r fa at tlt tt llc r r c;cpbtc feet ! cubtc feet a cubic feet cubtc feet" <<, , 9.r-.'Riverfront Area a.total sq.feet b.total sq,feet ' Sq ft within 100 ft c.square feet d.square feet e.square feet f.square feet Sq ft between 100-200 ft g.square feet h.square feet i.square feet j.square feet Coastal Resource AreaTrnpacts: „ Resource' Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 10.F7,Desi 4ted Port Areas L.dieate size under Lan gn' � d Under the Ocean;.below` 11.r-Land Under the Ocean a.square feet b.square feet c.c/y dredged d.c/y dredged 12.C'Barrier Beaches " lrid Bate,size under Coastal Beaches and/or Coastal'bun es'6elow 13.F_:Coastal Beaches a.square feet b.square feet c.c/y nourishment d.c/y nourishment 14 r;Coastal Dunes a square feet b square`feet c c/y nourishment d.Gy nourishmeni r 15.F Coastal Banks, 60 60 . e a.linear feet b.linear feet M.r Rocky lnterttdal Shores a square feet b square feet 17.r:Salt Marshes a.square feet b square feet c.square feet d.square feet l S.r Land Under Salt'Ponds a.square feel b square feet C. c/y dredged d c/y.dredged 19.r Land Containing Shellfish ' •,F Pa;e 3 of 9 * ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands iviassDEP File#:003-5022 WPA Form 5 - Order of Conditions eDEP Transaction#:496357 tMassachusetts, Wetlands Protection Act I'VI.G.L. c. 131, §40 City/Town:BARNSTABLE a.square feet b.square feet c.square feet d.square feet ' ?I nt, n en e: idatd3i2&'und&.,Coas an s;,t in M RM It a .A C sc Y. Y 'e"dge'd 9 21.F Land Subject to Coastal Storm Flowage 19200 19200 a.square feet b.square feet 177 Restoration/Enhancement(For Approvals Only) If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the square footage that has been entered in Section B.5.c&d or B.17.c&d above,please entered the additional amount here. a.square feet of B VW b.square feet of Salt Marsh a 171 Streams Crossing(s) If the project involves Stream Crossings,please enter the number of new stream crossings/number of replacement stream crossings. a-number of new stream crossings b.number of replacement stream crossings C. General Conditions Under Massachusetts Wetlands Protection Act The following conditions are only applicable to Approved projects I. Failure to comply with all conditions stated herein,and with all related statutes and other regulatory measures,shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges;it does not authorize any injury to private property or invasion of private tights. 3. This Order does no,relieve the permittee or any other person of necessity of complying with all other applicable federal, state,or local statutes,ordinances,bylaws,or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a.the work is a maintenance dredging project as provided for in the Act;or b.the time for completion has been extended to a specified date more than three years,but less than five 1, years,from the date of issuance. If this Order is intended to be valid for more than three years,the, extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. If this Order constitutes an Amended Order of Conditions,this Amended Order of Conditions does not exceed the issuance date of the original Final Order of Conditions. 7. Any fill used in connection with this project shall be clean fill.Any fill shall contain no trash,refuse,rubbish,or debris,including but not limited to'lumber,bricks,plaster,wire,lath,paper,cardboard,pipe,tires,ashes,refrigerators,motor vehicles,or parts of any of the foregoing. S. This Order is not Final until all administrative appeal periods from this Order have elapsed,or if such an appeal has been taken, until all proceedings before the Department have been completed. Page 4 of 9 * ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by ivlassDEP: Lit #Bureau of Resource Protection-WetlandsivlassDEP File :003-5022 `VPA Form 5 - Order of Conditions eDEP Transaction#:496357 MassachusettsWetlands Protection Act M.G.L. c. 131, §§40 City/iowm:BARNSTABLE 9. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land ' Court for the district in which the land is located,within the chain of title of the affected property.In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land,the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done.The recording information shall be submitted to the Conservation Commission on the form at the end of this Order,which form must be stamped by the Registry of Deeds, ' prior to the commencement of work.. 10. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" ' [or'MassDE.P"] File Number:"003-5022" 11. Where the Department of Environmental Protection is requested to issue a Superseding Order,the Conservation Commission ' shall be a party to all agency proceedings and hearings before Mass DEP. 12. Upon completion of the work described herein,the applicant shall submit a Request for Certificate of Compliance(WPA Form 8A)to the Conservation Commission. 13. The work shall conform to the plans and special conditions referenced in this order. 4. n change to the plans identified in Condition#13 above shall require the applicant to inquire of the Conservation Commission ' I Any c g P q PP q in writing whether the change is significant enough to require the filing of a new Notice of Intent. 15. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to ' enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order,and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. ' 16. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 17. Prior to the start of work,and if the project involves work adjacent to a Bordering Vegetated Wetland,the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging.Once in place,the wetland ' boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 18. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means.At no time shall sediments be deposited in a wetland or water body.During construction,the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed.The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission,which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. NOTICE OF STORMWATER CONTROL AND MAINTENANCE REQUIREMENTS 19. The work associated with this Order(the"Project")is(1) Ci is not(2)R, subject to the Massachusetts Stormwater Standards. If the work is subject to Stormwater Standards,then the project is subject to the following conditions; a) All work,including site preparation,land disturbance,construction and redevelopment,shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan and,if applicable,the Stormwater Pollution Prevention Plan required by the National Pollutant Discharge Elimination System Construction General ' Permit as required by Stormwater Standard 8.Construction period erosion,sedimentation and pollution control measures and best management practices(BMPs)shall remain in place until the site is fully stabilized. b) No stormwater runoff may be discharged to the post-construction stormwater BMPs unless and until a Registered Professional Engineer provides a Certification that:i. all construction period BMPs have been removed or will be removed by a date certain specified in the Certification.For any construction period BMPs intended to be converted to post construction operation for stormwater attenuation,recharge,and/or treatment,the conversion is allowed by the MassDEP Stormwater Handbook BMP specifications and that the BMP has been properly cleaned or prepared for post construction operation, including removal of all construction period sediment trapped in inlet and outlet control structures;ii..as-built final construction Page 5 of 9 * ELECTRONIC COPY 1 t - ' Massachusetts Department of Environmental Protection Provided by iNlassDEP: LlBureau of Resource Protection-Wetlands MassDEP File#:003-5022 `VPA Form 5 - Order of Conditions eDEP Transaction T:496357 Massachusetts Wetlands Protection Act NI.G.L.c. 131, §40 Ciry/hown:BARNSTABLE BMP plans are included,signed and stamped by a Registered Professional Engineer,certifying the site is fully stabilized;iii. any illicit discharges to the stormwater management system have been removed,as per the requirements of Stormwater ' Standard 10;iv. all post-construction stormwater BtvIPs are installed in accordance with the plans(including all planting plans)approved by the issuing authority,and have been inspected to ensure that they are not damaged and that they are in proper working condition;v.any vegetation associated with post-construction BtMPs is suitably established to withstand ' erosion. c) The landowner is responsible for BMP maintenance until the issuing authority is notified that another party has legally assumed responsibility for BMP maintenance.Prior to requesting a Certificate of Compliance,or Partial Certificate of Compliance,the responsible party(defined in General Condition 19(e))shall execute and submit to the issuing authority an Operation and Maintenance Compliance Statement("O&M Statement")for the Stormwater BMPs identifying the party responsible for implementing the stonmwater BMP Operation and Maintenance Plan("O&M Plan")and certifying the following:i.)the O&M Plan is complete and will be implemented upon receipt of the Certificate of Compliance,and ii.)the future responsible parties shall be notified in writing of their ongoing legal responsibility to operate and maintain the stormwater management BMPs and implement the Stormwater Pollution Prevention Plan. d) Post-construction pollution prevention and source control shall be implemented in accordance with the long-term pollution prevention plan section of the approved Stormwater Report and,if applicable,the Stormwater Pollution Prevention Plan required by the National Pollutant Discharge Elimination System Multi-Sector General Permit. e) Unless and until another party accepts responsibility,the landowner,or owner of any drainage easement,assumes responsibility for maintaining each BMP.To overcome this presumption,the landowner of the property must submit to the ' issuing authority a legally binding agreement of record,acceptable to the issuing authority,evidencing that another entity has accepted responsibility for maintaining the BMP,and that the proposed responsible party shall be treated as a permittee for purposes of implementing the requirements of Conditions 19(o through 19(k)with respect to that BMP.Any failure of the proposed responsible party to implement the requirements of Conditions 19(f)through 19(k)with respect to that BMP shall ' be a violation of the Order of Conditions or Certificate of Compliance. In the case of stormwater BiVIPS that are serving more than one lot,the legally binding agreement shall also identify the lots that will be serviced by the stormwater BMPs.A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must be submitted along with the legally binding agreement. ' 0 The responsible party shall operate and maintain all stormwater BNiPs in accordance with the design plans,the O&M Plan, and the requirements of the Massachusetts Stormwater Handbook. g) The responsible party shall: ' I.Maintain an operation and maintenance log for the last three(3)consecutive calendar years of inspections,repairs, maintenance and/or replacement of the stormwater management system or any part thereof,and disposal(for disposal the log shall indicate the type of material and the disposal location); 2.Make the maintenance log available to MassDEP and the Conservation Commission("Commission")upon request;and ' 3.Allow members and agents of the iVlassDEP and the Commission to enter and inspect the site to evaluate and ensure that the responsible party is in compliance with the requirements for each BMP established in the O&M Plan approved by the issuing authority. h) All sediment or other contaminants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal,state,and local laws and regulations. r) illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited. ' j) The stormwater management system approved in the Order of Conditions shall not be changed without the prior written approval of the issuing authority. k) Areas designated as qualifying pervious areas for the purpose of the Low impact Site Design Credit(as defined in the MassDEP Stormwater Handbook,Volume 3,Chapter 1,Low impact Development Site Design Credits)shall not be altered ' without the prior written approval of the issuing authority. i) Access for maintenance,repair,and/or replacement of BINIPs shalt not be withheld.Any fencing constructed around stormwater BMPs shall include access gates and shall be at least six inches above grade to allow for wildlife passage. Page 6 of 9 * ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by MassDEP: ' -- Bureau of Resource Protection- Wetlands MassDEP File#:003-3022 WPA Form 5 - Order of Conditions eDEP Transaction#:496357 Nfassachusetts Wetlands Protection Act M.G.L. c. 131, §40 CiryTown:BARNST. BLE Special Conditions: ' D. Findings Under Municipal Wetlands Bylaw or Ordinance b I. Is a municipal wetlands bylaw or ordinance applicable?E Yes C. No 2 The Conservation Commission herebv(check one that applies): a. r DENIES the proposed work which cannot be conditioned to t meet the standards set forth in a municipal•ordinance or bylaw specifically: 1.Municipal Ordinance or Bylaw 2.Citation Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards,and a final Order or Conditions is issued.Which are necessary to comply with a municipal ordinance or bylaw: i ' b. r. APPROVES the proposed work,subject to the following additional conditions. I.Municipal Ordinance or Bylaw TOWN OFBARNSTABLE 2•Citation S. 237-I - 237-I4 3. The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above.To the extent that the following conditions modify or differ from the plans,specifications,or other proposals submitted with the Notice of Intent,the conditions shall control. The special conditions relating to municipal ordinance or bylaw are as follows: ' SEE PAGES 7.1,7.2,AND 7.3 ' 1 Page 7 of 9 * ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands SE3--6 ©.Z- 2 1 WPA Form 5 — Order of Conditions tilassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 181, §40 eDEP Transaction# ' Barnstable Cityfrown E. Signatures ' Important: This Order is valid for three years, unless otherwise specified as a special AUG 1.4 2012 When filling out condition pursuant to General Conditions#4,from the date of issuance. 1.Date o`Issuance forms on the 6 ' computer, use Please indicate the number of members who will sign this form. only the tab key This Order must be signed by a majority of the Conservation Commission. 2.Number of Signers to move your cursor-do not The Order must be mailed by certified mail (return receipt requested)or hand delivered to use the return the applicant. A copy must be mailed, hand delivered or filed electronically at the same key. � 4"--h time with the appropriate MassDEP Regional Office. "ICU Signat s: la-Z ❑ by hand delivery on by certified mail, return receipt requested, on ' Date Date F. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate MassDEP Regional ' Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form,as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order. A copy of the request ' shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. Any appellants seeking to appeal the Department's Superseding Order associated with this I ' appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a ' Superseding Order, or providing written information to the Department prior to issuance of a Superseding Order. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act(M.G.L. c. 131, § 40), and is inconsistent with the wetlands regulations (310 CN1R 10.00). To the extent that the Order is based on a ' municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. �oa5sigs.aoc• rev.0 212 512 0 10 Page of i i • Massachusetts Department of Environmental Protection Provided by NlassDEP: Bureau of Resource Protection-Wetlands MassDEP File eDEP Transaction#:496357 #:003-5022 WPA Form 5 - Order of Conditions City/I'own:BARNSTABLE Massachusetts Wetlands Protection Act M.G.L.c. 131, §40 Ll ' G. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property.In the case of recorded land,the Final Order shall also be noted in the Registry s Grantor Index under the name of the owner of the land subject to the Order.In the case of registered land,this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions.The recording information on this page shall be submitted to the Conservation Commission listed below. BARNSTABLE Conservation Commission Detach on dotted line,have stamped by the Registry of Deeds and submit to the Conservation Commission. ........................................................................................................................................................................................................ To: BARNSTABLE Conservation Commission Please be advised that the Order of Conditions for the Project at: 250 SMOKE VALLEY ROAD 003-5022 ' Project Location MassDEP File Number Has been recorded at the Registry of Deeds of: County Book Page for. Property Owner ROBIN A.&MARCIA S.BROWN,TRS. and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: ' Date t ' If recorded land,the instrument number identifying this transaction is: Instrument Number If registered land,the document number identifying this transaction is: Document Number D o,- m 1 r 19 B 19`_ C g—1 6—2 C 12 2 e ?3 BARNSTABLE LAND COURT REGISTRY Signature of Applicant Rev.annoia ' Page 9 of 9* ELECTRONIC COPY EXH. N a 1 A.M.Wilson Associates Inc. ' July 25, 2011 Robin Brown 24 Colonial Way Weston, MA 02493 Re: Engineering and Permitting Assistance 250 Smoke Valley Road; Osterville ' (Our File 2.1702.0) Dear Mr. Brown; Based on our discussion of last week, it is my understanding that you have several projects you want to undertake at your Smoke Valley Road property. They include: ® Replacement of the boathouse septic system a Construction of addition to the main house in the area of the patio and add second floor space ' a Redesian the front driveway and landscaping. As I mentioned, the first step here will be to obtain a current existing conditions and topographic plan. This will be needed as a design base for each of your projects. The firm that we use for upland survey work, Stephen Doyle and Associates, actually did work at the site for the Carstensens in 2000. He can update his prior work, add a current wetland line, and spot whatever trees your architect may deem appropriate. The teaching facility for the new boathouse septic system will need to be pumped uphill to a site at least 100' landward of the BVW and Top of Coastal Bank. Because the septic system for the main house uses leaching pits, which likely function well but are no longer allowed for new installations, that system would need to be replaced were we to utilize it for required leaching for the boathouse. Consequently, the boathouse should have its own system. We should discuss its location with you and your architect. If there are particular trees that you would like to eliminate for some reason,the location of the leaching facility can provide an ' excuse. 1 ' 20 Rascalbj Rabbit Road Unit 3 508 420-9792 Marstons Mills,MA 02648 FAX 508 420 9795 L , 1 , 20- Ovw 7 /\: C F5 / .. — 9v: °r I —� cil / DAi UM: Kwz, APE WORK SKETCH / j LANDSC SHEET 1 OF 2 \ PROPOSED 10 / t �/ R'EPLACEAAENT 7RE_S �r \ PROPOSED COWSTNV� /% -ii� _ _ _ SE3-5061 y� N KrLlfv�ff �' \ °�� /' ' i CONST,RUCTI,QN WORK LIMIT \ LIMIT 0 i i' // ^`" ''�''i� •.._..— LANDSCAPE WQMK LIMIT 1. Q WIIi"I 4° x 4" P05T°, r : 60A+Z7WALr r; P�.ELEVATED DRIVE / =;t (EL 4.7; / _ OJT% P'^.�y 1~ �� / Jz;1 1 2' \ \\ FLOAT .2' x 20'—�/ °` DEP LIC12363 // / ` —— — — — , r i 1/J - i J , / I v' e. �1 - // TINSEn PIL, D / \r i " i. i 41 7.2' x 2-" C, t LAWN / •�' F / P r LANCSiCAPE WORK LIMIT {18 gE PLANTED w/ �. 'AREA TO UND'COVENw`/ g 9,� ti ONO �� / / f4. r ` \\VP T / E SHEET 2? / ' r AIR / —PIT c FNC. B"w - ^ !28 o _LAIG WORK LIMIT SE3-5022 1- 26 LO o2 552 O \. i - --' `� � Z 0. �c XL PLANTING DETAIL > o (' - rn m \ \ SHEET 2 OF 2 o \ CO � � • O M ` PLANT KEY ?p M '� Cp - Comptonia peregrina 3' o-c Sweet Fern ` \ Va - Vaccinicens angustifolia 2' o-c ' �- �• �� Low Bush Blueberry aft •\ �_ •�� ` � � �\ Au-u - Arctostaphylos uva-ursi 1.5' �o-c Co / �\ �, .. Bearberry ' - Gb - Gaylussacia brachysera 1.5 , o c ` Dwarf Spreading Huckleberry ' \ a) aJ \ Iv : - Ilex verticillata 4' o-c Winterberry Ac Amelanchier canadensis 4' o-c m Shad Mp - Myrica pensylvanica 3.5' o-c ' ;-- �6 C1 Bayberry . r V- f_ Final species selection based on availability at time of installation in coordination with Conservation staff �O 67 ai i •` � .. h °O S -...... ; e. - � rn ........ . ... Ko - e M-U, . ,o Z�. C N � wO: F� n M < Cf) ' . d� AM \ _ 44_V FYv F R i r FIN MF 4 a pu 22 0 .t� e t �F - BED IOOM 10'-6 x 13' x 9'-0" BaOUEN ,., 3-01X6E ;Cc C LIVING ROOM 8'-6°x 21'-0" 03 N 01 - R O ELEV ELEV O BATHROOM O wm IITCHEN ao BATHROOM '0°x 17-6° N_ O �in CLI MEQi FEFI 6'-6' 9.6" 6'-6" 1 V-3° 8'11' 24': 21'-6" 22'-6" 44`-0° 02 ELEV F FIRST FLOOR PLAN- SCALE: 1/8°=V-0° Beach Cotter e Plans Brown OSterville MA June 14, 2013 N/A Design 1 1 r 04 ELEV 1 r44'-0' 22'-0' 22'-0' r r MASTER BEDROOM CID 12'-6"x 21'0' r =Ex NIS GUEST BEDROOM 6-TXF$ EHELFILWIG i SYSTEM 10'-6'x 16-0" rroll0 _ El = BE60Uc9J 03 c� saxsa ELEV ELEV 8W E f H*GWG r 10 MASTER BATH 0 11'-0"x 21'-0' GUEST BATH 6-8'x 15'-0" V O r�l•SMEIFI Hu:GP1G .. . r44'-0' {{ t r 02 ELEV r SECOND FLOOR PLAN 2 r SCALE: 1/8"=1'-0' r Brown Osterville Beach each Cottage Plans N/A Design May 17, 2013 r r SMOKE VALLEY .�� RD Ir AM 007 00 Y5rAN1AR �? ,11tc. 3 �. vim. `•,-•.., .,,,,•.,,; N>6o 53 � 8 `�- � � S�'/V�,p O ��,y.n"' „�, ,, � � \ 1�. • 3 �' =,'/ '1. '%i .. • ., 4 /' avw V LOCUS Illy BVW 000, � / / / 2 1 1 ICE // „��,' f/ / `�. �\ '`�O�Ar r` `•. =``` �� VALLEY / ,-- avw /�, /,.---' --'-1 ►4 ._1 / �y~"' ..-�\ -.. .�\`\.� �,, �\ \� .tea w. { „� � • `\ �\ \\ y \f 20�.J 9.�..: "`\ \-' "' �- ..'. ---_. _� T of 1awi \ I \ \ r�4 ✓' k �` ! B 'f J/ / �/' 2 \-. ---- `"w" - w. '� Co`aaf bk \ A55F590R5 ID:097-002 ✓ / /' / -. \ \ \ ! REFERENCE CERTIFICATE: 194225 `/ / //l/ / / / - `? `1 \ `°". --"- -"" ""^° •...• ,.,., -- . -,. •�'� \�\ \ \ '` .�\ \ / j \ REFERENCE PLAN: LC 5725-13 }- -t3 ,� / ZONING DISTRICT:RF ,�- 'u' �2 � ✓ �- � �. SVW � 2& �' \ \ -..... `"' -..•-.. � � \ � \ % / \\ OVERLAY UfSTRICT:AP, RPOID«MA ESTUARY aiuc ' � / 27 \ \ \ r --- - .I -2 `� ' \ \ \ " \ \ FIRM PANFLOOD EL 250100 1L0018 D AND C / 3�Vc/ ,,/ / / / / / \ \ __---- _ `'`•..,3 \ \ \ \ `�. `. �c�, ` - \` MAP REVi5ED:JULY 2, 1992 b/ CB FND • -� a .- ---- "" '� ��! / ! ! \ 6 / \„'" `""j --25` -,,, `' •,.\. J. 50'6u er�tsne.`�,.r, 4 1 M/ M.TONG --A ZONING EL 2 �/ /�, �, �,! t \ (v ! APPROXI;v1ATE LINES OF 22 WiDE w/ /• oATunn NGVD \ �� / \ _ 1 f t y /� \ EA5EME;:r PER LC PLAN 5725-13 Lot Area: 5.84 Acres jYveG. \ �/ '� �''. /,✓// / \ .'2`'f ,, �, -26 _._.•- \ \ \ t Ci. '' / RF Zone: 150,Frontage m ` ,�''' ,,J' 1 ,,•,•'' s 'r/'� 11 1 \.r'' �,, \ ` } l j j' ,� 30'Frant Yard 1 / ^-�-' 1 t i \\ �.•• }� \ qua \ I5'�5idelRearYard tr) 1 .."' \ .- y,. /�,•» /� 6a�k 1 J 1 ��, 'O t \ \ ' \ `-' '[.. co 1 35 Wetland Setback � } 1 ! f 2 .. . .,... . ,rr �,, r,✓'.► / ! ag,�\/ !� 1 ' \ 9 ! I ' , \ �(� RPOD: 2 Acre Minimum Lot Size \�/ vl � B �� �,\ •. ill-- ,. ' �,,�*.'• ,,�', 'tio`'��+�"'�'(�V1`' / , / / ! f j \'' , , � _ ` j ..A / - . w.«.r... .- -'" r •- - --- .- �,, ., r� SEE DRIWWAY EASEMENT a' x / .illts. � ,• ---- ,...--- " � ✓' / � ) � / / 1G` DOCUMENT NO. 268382-I V ! 16` e •rw' � � rr�. j// ,s I' / / l ! ' r", f,, '.•"""^ t� '•"` -^� j •i .,� ` Limit U1\Juri ict on .l 271 l, /',' //. / / / f✓ �-"'' : ' ,--' ./ .r'-----"^�— .ti.�^, 1 , \ "Y,., .,`I , •• ,s� ria ` \ i p0 TIMBER BULKHEAD p •g. ! ...` r ?� ,/ \ E / Zo ,� / / ✓' -,r Wit• �' / \ \ \ ! ' C \ \ "\ v O WITH 4"x 4"P05TS (� a ELEVATED / �a�' GRAVEL r.,""°r a. 1 '- r s, -' VAR.IANCE5 REQUE5TED J� TIMBER �. DRIVE • ,rr - M / / / .,,• / BOARDWALK l �y'Oi�, Boa / �-,. �. b �,� / / ,, / / �,/ \ Pr po ed'Per -Mte / \ �, O' \/ / �, ,---- '. '/ � � � � Dri Di15a 5y�te / ( 2 Varoances:Town of Barnstable Regulations: tc, FLOAT 5.2 x 20 J '^ \ \ .` / r \ •� .2 / 3" /• .- �, �. I,}Septic Tank#t not 100'from Edge of Wetland: SEE DEP LiC#2363 �.., / ZP `y�J `1' / , ,/ V'%i "/tt, L `�`' 1 ' "� ~ 1 I t 50 Held / - I . l.. I - FLOAT 8.2 x 20'- - 9 IS \ I I I i / / ` I ,,. �p t 2.)Septic Tank#i not 100 from Top of Coastal Bank: 'TIMBER PIE D �9 p t \ �>' �/ // / / / / '/ ,b/' 3 © ` 1 I , I l -83'Held ID �14 ____�/ i t l ,/ I , FLOAT 5.2 x 20'—77 % B LAWN G t � %�j' / � �`� � �\ / 17 1. j 1 ' C C � � otiN ,•\ � \ \ �� / i �a� e j j f 1 i I t l � '_ 1 � 1 ;; 1 1 VV• L r' ^ ' 5"ff I A1 ,+ 0N "> � � � °_1 5�i' Aj I Q N4 OAD k/ Cv L. PIT .t" �..� 1 >Jl I ,. £ .{ ` ` ```\ I \.-• I - WITHt / / / REBAR MET. COVE \ ,� / 111t . FND. #28 NN BvW `. ` loop- \ \ FLAG \ ! ♦ i ) ) ) I n POLE +,r i j I ` �• r � t 61 00 a I � ♦\� \� � �► �\ ems\ , \�� -- � I� � i I � I � I � / / / � `` , ;. � ... •� Nsso \q ! LOT 28 \\\ \ \\\ \�� /���'� `\ \ \�\ \ \\ / ^� � 11 C � I i i I � , / / g \ \ `* I I .� - / EXISTING 2 5 / 252,51 0± S.F. \ \ 6. �. , \ \ N I / I / f \\ \ �\` �� `\\ \\ \ l .. \ o III i I PAVEMENT i' C , „w 5/S 5.7 ACRES \\\�\ ,\� •,��\ \\� \l\\ ' ' -� `� ��, /d. 10i 10~' 44 Survey Mork by.* \ \ \ ` \ \ \ \ `\ \ \ ,� { ` \ ` \ \ \ �, ` DOYLE AND ASSOCIATES LEG�N C� � \ \\ \ \ f { STEPHEN J. \ \ 42 CANTERBURY LANE ,,, , \ \ \ \ \ \ \ \ .--- CB FND EAST 1�ALM'OUTH,, AMSSACHUSETTS 02536 i?3 EXISTING SPOT GRADE o \ \ \ \ �\ \ v / � , \ \ \. \ \ \ \ ._ TELEPHONE.- 508 540-2534 2 x5 GRADE P LA N-17 L Fl_G i=N i� .� PRoPOSED SPOT \ N \ - \ ► ``'�, ` \ \ 1 \ \ \ \ \ sjdsurvey*AOL.CO1lf 'i--- EXISTING CONTOUR \ 2.4— PROPOSED CONTOUR WATER SERVICE LINE tZEVISiON 05/17/13•Relocated Tanks,Revised Variance Bequests t Design 0 OVERHEAD UTILITY LINES C CONIFER- 18" DBH \ ` ti� \� �NdA j. - Calculations,Added Reserve Area 4 Test Logs UNDERGROUND UTILITY LINES `` \, ' a GAS SERVICE LINE �`` ��`` ,, • / � / 1 / I I I plNm �' REVISION OAl i 8/13:Relocated 5A5 1 TOP OF BANK Prepared for: _. ...,...._ (G CB FND LIMIT of WORK o DECIDUOUS I Ga DBH EDGE OF CLEARING �/ I~R� � Robin A. Brown, 7R p \ \ \ \ \ . . I t ,� ( `*,� "•."`""-`"'" FENCE \ \ \ \ \ m / i SAL �'� 24 Colonial Way, Weston, MA 02493 TEST HOLE LOCATION 5T SEPTIC TANK B BIRCH \ \ \ i I' - Proposed Sewage Dmpo5al 5y5tem CH DB D15TRIBUTION BOX \ \ \ \ N i 250 Smoke.Valley Rd., 05tervllle, MA SAS 501L ABSORPTION 5Y5TEM \ \ \ \ 1 Reserve RESERVED FOR FUTURE USE 511E PLAN � \ � .� "`- -- � Prepared by: t0b UTILITY POLE \ 20 Rascally Rabbit Road CATCH BASIN 4ii ° HOLLY-4" DBH SCALE: I° = 30' Marstons Mills,MA H 02848 FIR]: HYDRANT ILS Ff '� � DRINKING WATER WELL �'i` ,:. ��' CONCRETE BOUNDEngineering P05T LIGHT ELECTRIC TRANSFORMER 0 30 GO : 90 P O.Box2030 Phone:(508)299-3250 A. M. Wilson Associates Inc. Teafickef,M.n 02538 Fax (508)548.8478 - PAGE I OF 3 SCALE 1"=30' CA\CWAW-5make Valley`AW-Smoke Valley-51)5 Plan.dwg 1 508 420 9792/FAX 420 9795 Date;05/30/12 Scale:As 5hown By:UP Check:MTA Project No,C5NO234 ; 1 I —it- -------_ OP OF FINISH FLOOR 24'dameter concrete covers 30,drameter east own cover EL-12 5 raised to wrthm C"of finish grade raised to finish grade(or as �U OYA N CY (or as notee� noted) �• Exrstm E1=24 5 30.0 HiGH GROUNDWATER LEVEL CALCULATIONS: rJ' Y5 I E M DESIGN C�1L1./U LAT I O N S Existm EL=85� Exrstrn ELe75-6 5_ 1500 GALLON SEPTIC TANK#1 (BEACH HOUSE] WEIGHT OF DISPLACED WATER: (I 0.5'x 5.G7'x I.G')x G2.4 LBS/FT3. = 5,944 L35. T \��i\� \��`rr���� Depth To Water Table(4-9-12): 8 0' (EL=1.4t) 5fWAGf 00IGNfLOW REQUIRW, 5 65 00A45 Q //O GPD/BEDROOM=550 GPD \ WEIGHT QF SEPTIC TANK(EMPTY): 11,460 LBS. (PER MANUFACTURER SPECS) Appropriate index Well: MiIW-29 REQUIRED WEIGHT OF SOIL: [(I 0.5'x 5.G7'x 0.8')-2 Risers Q (7r x 12 x 0 81)]x 110 L135JFT3. = 4,G8G L55. 4, //• ��• Water Level Range Zone: B{2-3') Floats shall be installed _ g TOTAL WEIGHT OF SEPTIC TANK AND 501E- I G.I GG L55. J so they can be reached Current Depth To Water Level For index Well (04/12): 8.4G' 5EWAGE0E3/6N PCOWPROV/DED• OAK.50N/PERC-RlreD,4ZIPD15PER5AL 5Y5TEM(Z12i) from manhole cover. Water Level Adjustment: 2.7' W-(55010.7�/)=799 5.F REQU/RED/2 62 7 a G)= 372.0 M/N/MUM 7.7-t g an I G,i GG L55.4, > 5,944 LBS.T(NO BAUA5T REQUIRED) J ' SEE DETAILS PAGE 3 ^ Soil LAKT5 a E C Estimated Depth To High Water: 5.31(FL=4•.l�) t,1 _ 2'Delivery Llnc *' 12'; SUJTABLt FOR USE 372 PT OP TUBING REQUIIRED: .450 FT PROVIDED Lj flO GALLON SEPTIC TANK#2 GUEST HOUSE A5 NL'CE55ARY '` 0 G/PDX 20D = //Dc'1 GPD REQUIRED WEIGHT Of 015PLAGE0 WATER-((10,5'x 5.G7'jx 2.11)x G2.4 LB5JFT3. = 7,801 LBS. T • 1 ` Cf Poured EIEtiAdr5 i/AR/ES 5EPT/C TANK CAPAC/TYREQU/RED' 55 d.0� 650 6.25 5 JO Thrvst Btcetan ' , ^ 5EP]lC TANK CAPACITYPROV/DED: 7W0(^)1500 GALLON SEPTIC TANKS WEIGHT OF SEPTIC TANK(EMPlij: 11,480 L35. (PER MANUFACTURER SPECS) �L 5-/ b ^ WEIGHT OF 501L: [(10.5'x 5.G7'x 0.8')-2 Risers p (n x I z x 0.8')]x l 10 LB5/FT3. - 4,G6G LB5. 4, `� T ,,¢/+ S./O 1 at all bends 9 , • ' M PUMP CHAMBER CAPACITYREQU/RED: 2.4'HOUR 5TORAGEA50VEALARM =550 TOTAL WEIGHT OF SEPTIC TANK AND 501L= I G,i GG LB5. y Gas BxN1c - "el113,3 bottom•of rest Hole GAlLCONS REQUIRED el-4.J+L'strmated Myli Groundwater PUMP CHAMBER CAPAC/TYPROVIDED: 15i00 GALLON PUMP CHAMBER W rH 22" I G.I GG L55.4, > 7.801 L55.1, (NO 5ALLA5T REQUIRED) ABCOVEALARM=B69 GALLONS.> 550 GALLONS ' 1500 GALLON PUMP CHAMBER 22'-} (Guest House) 4'-• ----} F LU, A GARBAGE DISPOSAL l5 NOt PERMIrreD tM9TH ft5 OE5/GN FLOW WEIGHT OF DISPLACED WATER: (10,5 x 5.G7 x 4.3')x G2.4 LBS/FT3, z 15,974 LBS, T DAK50N PfRC--RITE' 1500 GALLON MONO 1500 GALLON MONO DRIP D15PER3AL 5Y5TfM WEIGHT OF PUMP CHAMBER(EMPTY): 1 1,450 LBS.(PER MANUFACTURER SPECS) y WEIGHT OF 501L: [(10,5 x 5.G7 x 3.a)-2 Risers Q(n x 1.122 x 3.0')]x 110 LB5JFT3. a 17,045 LB5. 4, . ����/� ���� ���� ���� ������� ( ����fJ �/��� TOTAL WEIGHT OF PUMP CHAMBER AND SOIL= 28.525 LB5. � (Waterproofed at Factory) (Waterproofed at Factory) �O V M ifI L �] % 28,525 LBS.'G > 15,974 LB5.T (NO BALLAST REQUIRED) NOT TO 5CALE Pump to be supplied 6Y oakson as part of TOP OF FINISH FLOOR 24'dametereoncretecovers Perc-Rite system EL- raised to tothm 61of finish grade ` or as noted) ` t,1 Exrstm E1�9.GYmm) � r 25 BVW Mot C, M to Pump Chamber -../ /,sue 00 '�0 Q I ( f '"' / /i I C ., 'e. e.oa �05 I G11 f r --- "� .' / /' / / t ! ,,• J / /�~ °p.� '" ., ,, IMIt\�f JUsdlc�aon / 6 eo E1=4 J•+ 2711 D / / / ,/ V / ' / ,,,,,S ,,^'� �,,••- �,,,,-- �..•.._.` \ \ \,,..,\I I. ... Gas baH/e 2.5� - D !J \ / / / / f + \ �,/ �,, f,,,• ,` -' " \ Gil too, \ \ 01 (Beach House) }----- J71 to Pump Chamber v GRAVEL VEL J` A ONO INSTALLER TO VERIFY THE LOCATION OF ALL c \'� ' ,S1Q` / Or aT f l /. �, 311 / ,/ �'� �,•� C t�P 15000 GALLON UNDERGROUND AND OVERHEAD UTILITIES `� DRIVE " PRIOR TO THE START OF ANY EXCAVATION Ol _ <. `^ ,� ,,� / / �/:` �` Q1 U � ,� / / ,,, �,.------'` \ �, ro 5 f7erc{Rlte r.� Jp _1C rANK �i �l ACTIVITIES AND RELOCATE A5 NECE55ARY , ' to �\ '' / / y'' / ''� SEE NOTE i 5 2 / \ \ \ Q� / ,/ / '�. li Ip 19 er A 5y5tem (Waterproofed at factory) t } �/ ,�^ \DJ ,�, rl\ ,../ �� 3 16 "woos f / /--" v / Q� 11 1 1 a � NOTES I: CONSERVAT ON 11 \� / TIMBER PIE m LAWN 1.)ALL DISTURBED AREAS SHALL Be LANDSCAPED. PLANTINGS SHALL INCLUDE A MIXTURE \ 2c� �p� �QP� INDIGENOUS SHRUBS AND GROUNDCOVER FROM THE APPROVED PLANT UST. 2 0 / C t / f / 17' ' 2.)CONTRACTOR,BUILDER AND OWNER SHALL REVIEW THE ORDER OF CONDITIONS PRiOR TO AND DURING CONSTRUCTION. ,� t LAWN � .. , ,,•„ 10 CONSTRUCTION NOTES ,� f 16 6, /0 0, � I OBI °•�� 9 � ,�, ,.• '�' � 1.)ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE,TITLE 5(310 CMR!5.000):STANDARD ° ` ,. *°"' `"` t \� /✓ /��' J / p�C' `�' REQUIREMENTS FOR THE SITING,CONSTRUCTION,INSPECTION,UPGRADE,AND EXPANSION OF ON-SITE SEWAGE C ,.� "� .� / �� / V \� O " C 1 11 A E LOCAL I �'�\ tl ° TREATMENT AND 015P05AL SYSTEMS AND FOR THE TRANSPORT AND DISPOSAL OF SEPTAGE,AND THE � ``� BOARD OF HEALTH REGULATIONS. Q1��• : 2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE 15 POTENTIAL FOR VEHICLES OR \ HEAVY EQUIPMENT TO PA55 OVER IT SHALL BE DESIGNED TO WITHSTAND AN 11-20 LOADING. IF UNDER AN J O IMPERVIOUS SURFACE,SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. L .A` 4 �\ \ , / "t " ' 11 it _'' t°F'eo �`�► \�'`•�\� / [ 3.)TO MINIMIZE UNEVEN SETTLING, ALL SYSTEM COMPONENTS SHALL BE INSTALLED ON A STABLE MECHANICALLY COMPACTED BASE ON SIX INCHES OF CRUSHED STONE. >r �� '`7JR, 4.)COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK,THE DISTRIBUTION BOX,AND THE SOiL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN G OF FINAL GRADE, LEACHING FLELDS,TRENCHES,AND OTHER / ` ` \ � ! ,�,it � , \ \ ` ` 1� � / _--- �•-•�711 � SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES 5HAL.L HAVE AT LEAST'ONE(1)INSPECTION PORT ✓ ;/ tl,: '1i 4'r'S i i a / La PI I CONSISTING OF PERFORATED 4"PVC PIPE PLACED VERTICALLY TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM 4 / WITH A CAP.TIED WiTH MAGNETIC MARKING TAPE,ACCESSIBLE TO WITHIN 3 OP F(NAl.GRADE. ✓ �a/ ;f ,I , °: /� '� ` , \ \ ` 16 WITH " 5.)PIPING SHALL CONSIST OF SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A MINIMUM MET, COVE \ CONTINUOUS GRADE OF NOT LE55 THAN 2%FROM THE BUILDING TO THE SEPTIC TANK,AND NOT LESS THAN I ` , `- il��� I ; \ /•� OTHERWISE. .� SOIL ABSORPTION SYSTEM SHALL BE 4'DIAMETER SCHEDULE 40 PVC(OR G.)DISTRIBUTION LINES FOR THE E SMALL BE CAPPED AT END OR NOTED. '9 EQUIVALENT)LAiD AT 0.005 FT/FT.UNLESS OTHERWISE NOTED. UN 5 LL ! i 7.)LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO(2)FEET BEFORE PITCHING TO THE 501E ° "O'� rti�� � \` \\\ \ �\ \ f=LAG \ D ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO A55URE EVEN DISTRIBUTION. , . RC)U \ \ \ \ \ \\ \\ \ \ `��. \ \ POLE CERTIFY THAT I AM CURRENTLY APPROVED BY THE , Co `'�.. '�,. �;; �L�„Ig �' \ \ \ � �?�'' 8.)GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO DEPARTMENT OF EIIVlRONMENTAL PROTECTION PURSUANT TO PROVIDE A WATERTIGHT SEAL.. •- `..1 n'�' � \ \ C� 310 CMR !5.O i 7 TO CONDUCT 501E EVALUATIONS AND THAT -� \� \\\\ \ \\ \ �+ \\\��\\ \ THE SOIL ANALY515 HAS BEEN PERFORMED BY ME CON515TF-NT 9.)HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE DISPOSAL FIELD N,YDftAULIC DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. WITH THE REQUIRED TRAINING. EXPERTISE, AND EXPERIENCETHE ~\ HEY \ \ ` (\ ` DESCRIBED IN 310 CMR 15 017. 1 FURTHER CERTIFY THAT oQ 151,PUMP \ \ \ \ \ RE5ULT5 OF MY 501L EVALUATION AS INDICATED ON THE PPLY `"' I�"'" 'N \ �� / `� .. ... ` 10.)IN ACCORDANCE WITH 31 O CMR 15.221,ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC \ \ \\�\ �\ �\ \ \ \ \ .,� r ,� ) j ( I MARKING TAPE. ATTACHED SOIL EVALUATION FORM, ARE ACCURATE AND IN r,y b J \\ \ \ ,S` E3 ACCORDANCE WITH 310 CMR 15.100 THROUGH 15.107 SCALE: 1' = 20` 1 1.)THERE ARE NO KNOWN WELLS WITHIN i00'OF THE PROPOSED SOIL ABSORPTION SYSTEM. m� o 12.)FROM THE DATE OF THE INSTALLATION OF THE 501L ABSORPTION SYSTEM UNTIL RECEIPT OF THE CERTIFICATE OF COMPLIANCE,THE PERIMETER SHALL Be STAKED AND FLAGGED TO PREVENT USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. 13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS CONSTRUCTED A5 511OWN ON PLAN ANY CHANGES SHALL BE APPROVED IN WRITING BY THE DESIGNER. Linda J. Pinto, Certified 501] Evaluator 14.)THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE BOARD OF HEALTH ` AND THE DESIGNER, THE DESIGNER SHALL CERTIFY IN WRITING THAT THE SEWAGE DISPOSAL SYSTEM WAS "�'' '�` ! �"` �` INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT AND THE APPROVED PLAN5. 48 HOURS ADVANCE 1 E5 L HOLE i:...OG5 TEST LE LOlaS NOTICE 15 REQUESTED. 15.)LOCATION OF UTILITIES 15 APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE Test Hole#I (EL-8.0±) Test Hole#3(�L=7.8*) Test Hale#5 (EL-27.7+) Test Hole#7 (EL-24.0±) LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF ANY WORK.THIS INCLUDES, BUT 15 NOT LIMITED TO,REQUESTS TO DIG5AFE,ANY PRIVATE UTILITY COMPANIES,AND THE LOCAL Depth Layer Suit Class Soil Color Comments Depth Layer Soil Class Soil Color Comments Depth Layer 5011 Class Sod Color Comments Depth Layer Sod Classi Soil Color Comments WATER DEPARTMENT. O"-10" A Medium Sandy Loam I OYR 3/2 O'-10" A Medium Sandy Loam I OYR 3/2 0"-4" 0 Organic 0"-4" O/A Fine-Mediuum Sandy Loam I OYR 3/2 ' I G.)CONTRACTOR SHALL VERIFY THAT ALL WA5TEUNES ARE CONNECTED BY WATER TESTING WiTHiN THE DWELLING 10"-22" B Medium Sandy Loam I OYR 41G 10"-24" B Medium Sandy Loam I OYR 4/G 4"-10'1 A Fine-Medium Sandy Loam i OYR 3/2 4"-G' B Medium Loamy Sand I OYR 4/G PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. 22"-100 Cl Medium Sand I OYR 5/G Perc @ 48' 24"-85" Cl Medium Sand I OYR 5/G Perc®42" 10-521, B Medium Loamy Sand i OYR 4/G Perc Q 35" G'-120" CI Medium 5iand I OYR 5/G Perc Q 25' GW @ 104" GW Q 810 52"-120' CI Medium 5and I OYR 5/G 17.)CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRiOR TO INSTALLATION OF ANY SEPTIC SYSTEM (EL--0.7±) (EL-1.0+) • '"[�Q1`A(g3` ~` REVISION 05/17/13. Relocated Tanks,Revised Variance Requests#Design ' p' COMPONENTS. `*� Calculations,Added Reserve Area#Test Logs 18.)INSTRUMENT SURVEY CONDUCTED FOR PROP05ED WORK ONLY, 51Te PLAN SHALL NOT BE USED FOR STAKING, Test Hole#2 (EL=6.7±) Test Hole#4(EL=9.4±) Test Hole#G(EL-2G,4±) Test Hole#8(EL=23.3±) LiNDA J. �, i OR ANY OTHER PURPOSES. PINT© m REVISION Oq/18/13•Relocated SAS ` Depth Layer Sod Class 5a11 Color Comments Depth Layer Soil Class Sod Color Comments Depth Layer Soil Class Sod Color Comments Depth Layer Sod Class Sod Color Comments 19.)THIS PLAN DOES NOT CERTIFY,GUARANTEE OR WARRANTY COMPLIANCE WITH ZONING BYLAWS,5PECIFfCALLY. Prepared for: BUT NOT LIMITED 70 SIDELINE 51'TBACKS AND BUILDING HEIGHT RESTRICTION5,A5 IT SHALL BE THE O"-1 1' A Medium Sandy Loam I OYR 3/2 011-1 O" A Medium Sandy Loam I OYR 3/2 0"-5" 0 Orgamc Op-G'" O/A Fme-Medium Sandy Loam I OYR 3/2 RESPONSIBILITY OF THE CONTRACTOR 155UED THE BUILDING PERMIT. I I'-2011 B Medium Sandy Loam !OYR 4/G 1 O"-24" B Medium Sandy loam I OYR 41G 5"-!O" A Fine-Medium Sandy Loam 1 OYR 312 G-15 B Medium Loamy Sand 1 OYR 4/G 4 4JST Robin A. Brown, TR 20"-8G" Cl Medium Sand !OYR 5/G 24"-9G" C i Medium Sand I OYR 5/G I 0"-47" B Medium Loamy Sand I OYR 4/G 15'-120" Cl Medium 5and I OYR 5/G �0 p,G�� 24 Colonial Way, Weston, MA 02493 20.)501E REMOVAL(WHERE NECE55ARY) ALL TOP501L IrM LAYER)AND SUB501L FB'LAYER)SHALL BE REMOVED GW Q 84" GW @ 9G" 47"-120" Cl Medium Sand I OYR 51G OMAL „ FROM THE 501L ABSORPTION SYSTEM(A5 SHOWN ON PLAN VIEW)DOWN TO THE CLEAN SAND LAYER(ELEVATION (EL=-O.3±) {EL=I.4±) ' VARIES-5EE 501L LOGS). AREA TO BE BACKFIUED WITH CLEAN SAND.MEETING THE 5PECIFICATION5 OF 310 CMR Pt"O0 Smoke Valley ., 05t r lie, MA 15.255 (3).AND COMPACTED TO MINIMIZE SETTLING. DATE OF TESTING: 05/14/13 P#13GO I 250 Smoke Valley Rd., 05tervllle, MA DATE OF TESTING: 04/09/12 P#t 3G0 EXISTING SEPTIC COMPONENTS TO BE LOCATED,PUMPED DRY.FILLED WITH CLEAN SAND AND ABANDONED IN SOIL EVALUATOR: LINDA J. PINTO, P.E.,C5N ENGINEERING SOIL EVALUATOR: LINDA J. PINTO, P.E.,C5N ENGINEERIING 21•) BOARD OF HEALTH AGENT: DON DE5MARA15, BARN5TABLE HEALTH DEPARTMENT BOARD OF HEALTH AGENT: DONNA MORIANDI, BARNSTABLE HEALTH DEPARTMENT Prepared by: PLACE. AREA TO BE COMPACTED TO MINIMIZE SETTLING. PERCOLATION RATE: LE55 THAN 2 MIWINCH iN"C i'LAYER PERCOLATION RAT!": LE55 THAN 2 MIWINCH IN"B t C t"LAYER 20 Rascally Rabbit Road 22.)INSTALL A 40 mil HDPE LINER FOR BREAKOUT FROM EL-9.8±TO EL-5.8± AS SHOWN ON PLAN(SEE PLAN GROUNDWATER ENCOUNTERED AS SHOWN IN 501E LOGS GROUNDWATER ENCOUNTERED Marstons MI1ls,MA ,fir VIEW). 02848 �,ri�d v .,t����� Ir►, and . 2$.).WATER/5eW!R CRO551NG: 4"PVC WASTELINE SHALL BE SLEEVED IN A 2a SECTION OF G'PVC PIPE CENTERED �, OVER THE WATER LINE TO MAXIMIZE DISTANCE TO JOINTS. ANY SEPTIC WA5TELINE WITHIN 10'OF A WATER SERVICE LINE SHALL ALSO BE SLEEVED IN A SECTION OF G'PVC FIFE. INSPECTION NOTE: ��� �� � 24.)1 NPORMATION: OAKSON, INC„ G SARGENT STREET,GLOUCESTER,MA 01930 PRIOR TO FINAL INSPECTION BY THE ENGINEER,SYSTEM O 20 ,40 60 P.O.Box2030 Phone:(508)299-3250 WWW.OAK50NiNC.COM NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. A. M. Wilson Associates Inc. Tearicket,M/t 02536 Fax:(608)548-547e PHONE: 877-OAK50N i PAGE 2 OF 3 877-OAK50 22 SCALE 1"=20' C:=NIAW-5moke Valfe�AW-Smoke Valley-5D5 Plan.dwg 508 420 9792/FAX 420 9795 pate:04/30/13 Scale:As Shown By UP Check:MIA Project No.C5NO234 r � i I GENERAL CONSTRUCTION NOTES SUPPLY VALVE FLOWMEI'ER DISC FILTERS AIR RELEASE VALVES WITH 1/2"SUPPLY&RETURN COVERS TO GRADE MANIFOLD LOCATED ABOVE 1. The system shall not be installed in wet or frozen soils. DRIP TUBING TO ALLOW 3 2. Do not park, drive large equipment or store materials on the dispersal area. No activity Should occur on the dispersal area other than MANIFOLDS TO DRAIN the minimum required to Install the system. FIELD FLUSH VALVE EXISTING GRADE _ 3. All installation and construction techniques shall conform to the state and local codes pertaining to on-site wastewater systems and the PVC PRIMED THREADED CONNECTION VERTICAL.SUPPLY DRIP TUBING COVER To DRIP TUBI G permit for the site. AND GLUED WITH TEFLON TAPE &RETURN LINES CONSIST�i i OF 4" of LOAM AND 4. If site conditions are determined to require the Installation of the system to deviate from the design plans, all work shall stop e INSULATED(PER SEED ON TOP ' . ..... be notified. An ongoing work shall be the sole responsibility of the contractor. a 1 RETURN TO SEPTIC ( I I COLD CLIMATE NOTES) . immediatelyand the designer and Inspector shalln y g g p ty " ,� TANK GRAVITY 0.5°lo s', `� �, r.. •:.:.t;•5o' +,•• � r' t,;• •'~,,,� low, a static low, a narrow trencher < 6 wide b hand trenching, or by scarifying the , ( ' 5. Drip tubing may be installed with a vibratory p , p , ( ), Y g ` FLEX PIPE DRIP TUBING •°.;..�. '• • .;:;,• • ..,'• ••. ee e requirements for fill material in the state code. For sand fill stems, MIN.) �". ;', ; ,° M ' `'�, ,'•; ` �; ; surface and bedding the drip tubing In clean sand meeting the r q systems, " MAIN SUPPLY& ;:! :; ' '..,'� �•; 5' MIN ,• �:'•• 1/2"PVC FLEX RETURN 2'' of a same sand and then topsoil meeting the approved depth requirement shall be provided. BARBED RAM COMMON RETURN '• .� • ' 4 �i• LOCATED ABOVE DRIP TUBING cover consisting of h p g pp ADAPTER ; �, :,, , . 6. All drip tubing is to be Installed parallel to the contour. INSERT LINES LOCATED l ,• ;,:�:: ?' •, •,;':::":;' . .. TO ALLOW DRAINAGE •,•' �: , a; CKFL VALVE FITTING PVC FIP BELOW FROST LINE r .+. , .. •, .� e round surface In a valve box but at an elevation above the highest drip line In that BA USH FITTING 7. Air release valves shall be placed below the g g p "'• ' . 1" COMMON RETURN � � ��•:. ESMwT-.,' particular zone. CONNECTING DRIP TUBING TO FLEXIBLE PVC PIPE •h 8. Vegetative cover must be replaced for installations where It is removed or buried during installation, 1' ' SUPPLY FROM (NOT TO SCALE) 1" ZONE SUPPLIES sort.HORlzolus A&B To BE 9. All cutting of rigid pvc pipe, flexible pvc, and drip tubing of size 2" or smaller shall be accomplished with pipe cutters. No sawing Is PUMP TANK REMOVED AND REPLACED allowed. WITH 10"OF TITLE 5 SAND. 10. All rigid pvc pipe, flexible pvc pipe and drip tubing shall have the ends covered with duct tape after cutting to prevent construction debris from entering the pipe. HYDRAULIC UNIT DETAIL 11. Prior to gluing, all joints shall be inspected for and cleared of any debris. All joints shall be cleaned and primed with pvc primer prior to (NOT TO SCALE) PERC-RITE FIELD (37.5' x 24') 9 g, (NOT TO SCALE) Note.All Perc-Rite components shall be obtained from being glued. Oakson,Inc,Gloucester,MA.,97B-282-1322, 12. All pvc pipe and fittings shall be sch 40. 13. Whenever possible, all farce mains shall be tested for leaks prior to being back filled by pressurizing the system and observing for leakage. NOTE: ALL RIGID AND FLEXIBLE PVC ARE TO BE LOCATED 14. The hydraulic unit shall be placed on top of the septic/treatment tank, pump chamber, or on abed of 4" 6" thick " gravel Ina location ABOVE THE DRIP LINE TO ALLOW FOR THE PIPES TO within 30' of the pump.. DRAIN 15. If standing water is a problem in the vicinity of the hydraulic unit, a screened drain to daylight is required. 16. Electrician to provide separate circuits for the pump and controls/alarm, or as required by state and local codes. 17. All conduit entering into the control panel shall be sealed at both ends to prevent condensation inside the panel. HYDRAULIC MOUSE UNIT RETURN COLD CLIMATE CONSTRUCTION STANDARDS -,,.� ANIFOLD FLUSH RETURN FROM HU SUPPLY 1. All attempts should be made to place the hydraulic unit in a location with an open southern exposure for warming purposes. -- �• ZONE SUPP?LIES MANIFOLD 2. All pipes entering and leaving the hydraulic unit shall elbow vertically down 900 to a depth below the frost line prior to extending away ZONE I ZONE 2 from the unit horizontally. .. . . . . � � 1" RETURN 3. The supply and return lines shall be installed below the frost line. When this Is not possible, rigid foam Insulation (min 1"thick) shall be SEPTIC TANK/ COMMON RETURN 1" SUPPLY � Z" FIELD (TYP.) placed over those pipes that are above the frost line. 4. The vertical sections of pipe that travel through the frost zone and connect the supply and return lines to the manifolds shall be Insulated TREATMENT TANK PUMP CHAMBER UPPLY TO HYDRAULIC UNIT (TYP.) �„ p z SUPPLY RETURN sch 40 pvc pipe. Insulation shall consist foam pipe wrap Insulation and 1" rigid foam insulation strips made into a box. (see insulation TYPICAL MANIFOLD CONNECTION detail) (NOT TO SCALE) 5. Rigid foam insulation shall be placed over the supply and return manifolds so that at least 6" of insulation extends each direction beyond the fittings. (see Insulation detail) TYPICAL SYSTEM HYDRAULIC PROFILE 6. Air release valves shall be insulated with bagged styrofoam peanuts or equivalent placed inside the enclosure around the air release (NITS) valve. 7. All loops connecting drip runs shall be slightly elevated (minimum i" - 2") so that they drain into the drip tubing after the pump shuts off. It is the contractor's responsibility to ensure that these loops stay elevated during and after the loops are backfilled. SUPPLY MANIFOLD PIPING TO 8. Dense vegetative cover is to be established over the supply trench, return trench,'manifolds, and drip tubing prior to the first exposure BE LOCATED ABOVE DRIP AIR RELEASE VALVE AIR RELEASE VALVE RETURN MANIFOLD TO BE to freezing temperatures. If vegetation cannot be established then the trenches and manifold are to be covered with a thick layer TUBING TO ALLOW MANIFOLD i� LOCATED ABOVE DRIP TUBING (minimum 6") of mulch, straw/hay, or frost blanket until such turf cover is established. The tubing should be covered with mulch or ,� -4I TO ALLOW THE MANIFOLD TO straw/ha to prevent erosion if vegetative cover cannot be established. TO DRAIN y „ ���' �� �' �. PRESSURIZED DRIP TUBING ,� � •�•�� �� DRAIN 9. Vegetation height over the drip dispersal area should be a minimum of 4" 6" throughout the winter months. ' * � RAM INSERT t k 1" MIN. ADAPTER �:• k� �� ��► RADIUS rk * ECK VA PVC FIP AIR RELEASE VALVE auir k` * ADAPTER FINISH GRADE (TYP.- VERTICAL INSULATED �'� _ PVC RIGID FINISH GRAD �" PVC RIGID VERTICAL INSULATED RETURN 2'7 FLEX PVC SUPPLY PIPE (PER 1i PVC FLEX ' VC FLEX PIPE (PER COLD CLIMATE 4 TYP. COLD CLIMATE DRIP TUBING NOTES) DRIP NOTES INSTALLATION DEPTH DRIP LOOP TUBING PER DESIGN NOTE: DRIP TUBING SHALL BE THE LOWEST POINT T'0 ALLOW NOTE: ALL DRIP LOOPS ARE TO BE LOCATED 2" ABOVE THE DRIP LINE TO ALLOW THE LOOPS TO FOR DRAINAGE FROM BOTH DRAIN THE VERTICAL INSULATED MAIN SUPPLY PIPE FORCEMAIN INSTALLATION COMMON RETURN PIPE TYPICAL DRIP LOOP CONNECTION ZONE SUPPLY I SUPPLY AND RETURN PIPES O.C. BELOW FROST LINE DEPTH TO BE BELOW FROST BELOW FROST LINE (NOT TO SCALE) TYPICAL LINE `�-ZONE RETURN TOP FEED Z1.26 ZONE DET'AI! STANDARD DRIP SYSTEM DETAILS (TOP FEED MANIFOLD) (NOT TO SCALE) (NOT TO SCALE), INSTALLATION INSTRUCTIONS AIR RELEASE VALVES VALVE BOX INSERTED 1. Measure the distance from the bottom of the tank to G' THROUGH 7"MOLE IN down from the top of the riser. Cut the extension pipe (by RIGID INSULATION to reach this height. Cut VALVE H INSERTED others) to the length necessary t g RIGID INSULATION THROUGH 7"HOLE IN i TOP VIEW half of the pipe down 12" to 18" away from the top of the pipe for a pump discharge pipe and attach to riser. (see Detail A GREEN VALVE BOX COVER MANIFOLDS AND LATERALS MANIFOLDS AND LATERALS AT FINISHED GRADE BENEATH 2'X 2'RIGID detail A) _ CONTROL UNIT PANEL FINISHED GRADE BENEATH RIGID INSULATION INSULATION LAiD FLAT 2. Glue the extension coupling (by others) to the extension i MOUNTED IN AN �- pipe and to the cool guide. 12" 18" EXTERNALLY ACESSIBLE D=THE DAILY DESIGN FLOW FOR THE SITE LOCATION RIGiD FOAM INSULATION 3. For reuse of existing concrete pump chambers: glue on CLEAN t/4"-1/2" -" MIN.1"THICK RiGiD INSULATION BOX and lace the coot guide firmly In the cool aide flat cap Y HYDRAULIC UNIT CRUSHED STONE AROUND VERTICAL PIPES -� , 9 p P 9ALL the bottom of the tank.Attach the extension to the riser RIGID FOAM INSULATION I DO HILL T Ls SLOPE FLOAT SCH $0 UNION NO WEEP CONDO TO PANEL it ',�I I � I DowNaLTODRIPTUBiNG with the anchors as shown. HOLE TO BE BY CONTRACTOR FOR SELF DRAINAGE Chambers: anchor the flat GATE VALVE RIGID INSULATION BOX SUPPLY AND RETURN LINES MIN i"THICK RIGID FOAM INSULATION LAIDyr 4. For use In new Concrete pump JUNCTION BOX DRILLED AROUND VERTICAL PIPES BELOW FROST ZONE i ID O FLAT N PROVIDE AT LEAST 6"COVERAGE cap to the bottom of the tank In the proper location to INSULATE TINES WITH RIGID FOAM BEYOND ALL FITTINGS _ HU _ hold the cool guide and extension. The cap may or may BOARD WHEN PROPER FROST DEPTH �. � "'/ 11..••111�, FLEXIBLE FOAM OR RUBBER CANNOT BE ACHIEVED. not be glued to the device. Attach the extension with the CHECK VA SUPPLY LINE FLUSH RETURN TO , �ilil���l t-�L=11-1= - PIPE WRAP INSULATION anchors as shown. ADAPTER SEPTIC TANK. - - - - - AROUND VERTICAL PIPES ATTACH BELOW FROST '. Alt 5. Place the pipe dope on the cool guide adapter threads and COOLING COLLAR AS PER OR INSULATED UN��� D ,� VERTICAL PIPE TO BE thread them Into the um dischar e. � � // 6 GRAVEL ' g i� A ED ;l�'�-.,-.11_!-1/ INSULATED p p NOTE 1 _ _ 6+ Attach cooling collar to adapter with set screw provided. TO HU 1 tlt1:1=1� 'i~ll�tl-l1-�-_il 1-1/2" SCH 40 EXTENSION r r�r� �ll ll�l�i Ali 1/ 8' OF STATIC LIFT TO HU (MAX) v, Glue pipe into flow collar and with um attached lower .. 1 ~ �' o T p p pump , COUPLING COLLAR BY ALARM 1-11 Il 11- 11��� 411-,i/ into the guide tube. WATERTIGHT Ir 1=1t 11" =�1=1 f 111I1 FLUSH RETURN cRoss SECTION 8. Attach to discharge pipe, valves, and connect electrical OTHERS) Dl2 SEAL '�11�1' ' -Ill1 ZONE 1.SUPPLY Prepared for: PEAK EN LE 1-11�11=t ----- ZONE 2 SUPPLY and specified. PVC COUPLING -' Rolm A. Brown,TR P 1=1t.11- PUMP DISCHARGE TO Hj. MA 02493 INLETS INSERT (BY OTHERS) D/2 1=-•11'11=11= 24 Colonial Way, Weston, i r PEN LEI ,%1=1-1=1� 0 0 0 0 - OFF 1t�1t�•115•' DRIP ENABLE FLOAT ELEVATION Proposed Sewage Ri5po5a1 System bO0 010001 SEE INSERT 2£)" 16" t-1t_�11_trt�=t� 250 5moke Valley Rd., 05tervlile, MA o 0 8 o e SCH 40 PVC - { Prepared b • � COOL GUIDE.. ( p y• I "���"=�If��1�-' 20 Rascally Rabbit Road 1 FLOW � FLOW ; t PTIONAL AND PUMP Marstons Mills,MA �- 30' MAXIMUM DISTANCE- +�- FLAT CAP ANCHOR BOLT ` 02648 CSN \, THROUGH ►, END CAP M TANK & HYDRAULIC UNIT DETAIL ��tl� Engineering . TYPICAL PU � Cool Guide (NOT TO SCALE) _ P.O. Box 2US Patent No. 6,762,689 Phone: (508) 299-325 A. M. Wilson Associates Inc. Teaticket, MA 02536 Fax: PAGE 3 OF 3 (508) 548-5478 CACSMAW-Smoke Valley\AW-Smoke Valley-SDS Plan,dwg 508 420 9792!FAX�20 9795 pate 04/30/13 Scale As Shown By UP Check,MTA Project No C514023.4 i