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HomeMy WebLinkAbout0879 CRAIGVILLE BEACH ROAD - Health 87� CRUGVILLE BEACH RD C: enterville, h =_ 225 -030 S M E A D KEEPING YOU ORGANIZED- No. 12534 2-153LOR Aw FORE5 IR MIN.RECYCLED INITIATIVE CONTENTIO°� comedrbersourcinp POST-CONSUMER® wwwsriproprem.arp SFW1290 MADE IN USA GET ORGANIZED AT SMEAD.COM TOWN OF BARN,S(�TjABLE LOCATION 47 l &azll SEWAGE# VILLAGE_r��Jt ASSESSOR'S MAP&PARCEL c�t� INSTALLER'S NAME&PHONE NO. AOAS � ^v 5�1(7d77 1 7 SEPTIC TANK CAPACITY �L,500 60A)VN5 1 � LEACHING FACILITY.(type) C� �r �, PA�t (size). l� x 30 NO.OF BEDROOMS OWNER �22wO5 O PERMIT DATE: 7q COMPLIANCE DATE: Separation Distance Between the: /� 1 Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility "( Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) -Feet. Edge of Wetland and Leaching Facility(If any wetlands exist within 9 /� 300 feet of leaching facility) Feet FURNISHED BY �I �f� 13D No. �j � � /.2-- ��,- Entered in comute Feet ri TH COMMONW ALTH OF MASSACHUSETTS r eYs PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Application for Misposal *pstem. Co=stem Permit Application for a Permit to Construct�/) Repair( ) Upgrade( ) Abandon( ) ❑Individual Components Location Address or Lot No. e4, 4pzu_/4 ." Owner's Name,Address,and Tel.No.j k4w-1_,S PO4i Assessor's Map/Parcel �r��-eA4 1U Z. Installer's Name,Address,and Tel.No."T ft y Designer's Name Address,and Tel.No. ►Zon.t EkC'tat/!�-tlf-r� (1o���Y��l�'��t,etv��`1 Bra�u -a/ Q /lti4s+n ((<i4� Type ofBuilding: 1�,,p 1_ ���f,c Dwelling No.of Bedrooms �• _�'`�`(J, Lot Size /01 afn sq.ft. Garbage Grinder( ) Other Type of Building �A No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 3 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank l comIOU Si Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) °�/1�� 1�_,rj Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of t Si a Date Application Approved-by DateIk Application Disapproved by Date for the following reasons Permit No. Date Issued y+r r J I% �a.^�-^"'rl?....r, ( a {} y/ r.'� �,:� f�:,,. � � «.•a ( t Il ..+..` O I y ,(,tji // Y f �� CIA✓ n Fee... ! 1 ' THE C°OMMONWf_ALTH-OF MASSACHUSETTS `E tered in computer: Yes �,, PUBLIC HEALTH DIVISION- TOWN OF'BARNSTABLE, MASSACHUSETTS 9pplIcatlOtt for 39)IBpOSaY;'*pBtPtlt COIIStrlkctlDlC PPrtlttt Application for a Permit to Construct Repair( Upgrade'( ),Abandon( ) Complete System ❑Individual Components PP ) P ( ) PSG' ( ). Location Address or Lot No.b`f?��vrs. ©Zet /.axl464 ►�' Owner's Name,Address,and Tel.No.1 kk lb Assessor's Map/Parcel �`}�- 0 .�/1 t'L( 2 � hSt `` ��- -i g- - Installer's Name,Address,and Tel.No.k is wit y e3a-b a t Designer's Name,Address,and Tel.No. l 74iZe,"I a'!o,ruo 02f' (/ !�D� �f. �-C9/ v v n .✓�«�I- 11K !? � - 3 _- 1;ese f Type of Building: �,c Dwelling No.of Bedrooms 1i^ dam' Lot Size � �re��j� sq.ft. Garbage Grinder( ) y Other Type of Building ) C No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) _ o-Z G gpd Design flow provided i�S� gpd Plan Date Number of sheets Revision Date ` Title, , Size of Septic Tank " GMh� 5 t (, Type of S.A.S. of5jo d `�.�r . Description of Soil 5 Nature of Repairs or Alterations(Answer when applicable) ..KJ .t Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with'the provisions of.-Title 5 of the Environmental Code and not to place the system in operation until a Certificate of ° Compliance has been issued by this Board of tlealth� -~ _ Sigrred'-�-r) Date Application Approved by / �,,y (1 Date ' Application Disapproved by Date t for the following reasons r Permit No.-' o ` �.� Date Issued /3 f 1r 13 "r t �, � ,j�G' THE COMMONWEALTH OF MASSACHUSETTS / BARNSTABLE,MASSACHUSETTS ' Certificate of Compliance J THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at � ���'1 r/SlLC &-C4, �i �t<:/L[,1M44 has been constructed in accordance '• with the provisions of Title 5 and the for Disposal System Construction Permit No. C� '22 dated //�S ( „(� Installer / I!�(�t�1 Yt L, l '�y l�L�/`al ) Designer #bedrooms .2— _ �'` (�S �' U Approved design flow gpd The issuance of this permit shall no4be construed as a guarantee that the systemf7ic signed. Date Gr� Inspector No. G r k - :a Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction Permit Permission is hereby granted to Construct O Repair( ) Upgrade( ) Abandon( ) System located at --/%- ( (G 'o&e /. & ael• Re-1 and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must Pe completed within three years of the date of this permit. � Date -7 / Approved by / ,�4iv ,� Town of Barnstable FINE� Inspectional Services Public Health Division NAM Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 22 2.0 Sewage Permit# Assessor's Map\Parce 0 Designer: poWrn.Cam C-hQ(td iff JQt.Installer: JLvr 5 Address: q 39 R o ott (vA Address: �arMfh ?or-, M. o:z(P-7.5 Mc�4�, RA On 5o.uo-d{"�o� was issued a permit to install a (date) (installer) septic system at 679 CrQJ9Vi U* 5Ch lid,6trr!eV4(Lbased on a design drawn by (address) nunW A- 01a lci PC, PL5 dated_ 04r"29 2019: / (desi ner) V I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built-by designer to follow. Strip out(if required) was inspected and the soils were found satisfactory. V I certify that the system referenced above was constructed i lain with the to rms of the INA approval letters (if applicable) DANIE1_A. yes o OJALA , civil_ (Installer's Signature) ENO.465ozo ��FFGIST�R6`a4 ^ '+ 0s1ONA El, 17 D8-1gi s Signature) (Affix Desi ner's Stam Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. WoaldeptAHEALTMSEWER connecASEPTICOesigner Certification Form Rev&14-13.DOC TOWN OF ARNSTABLE LOCATION SEWAGE # VILLAGE— ASSESSOR'S MAP & LOT D INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) �/�d ��B/�l (size)`l� NO. OF BEDROOMS BUILDER OR OWNER YP"n Al?eylz-,� PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist wit ;j feet of leac 'ng fac' 'ty) Feett, r Furnisilieby LdAY I TOWN OF BARNSTABLE LOCATION �)4.0e— SEWAGE # VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY / d l- - 1� LEACHING FACILITY: (type) (size) NO. OF BEDROOMS BUILDER OR OWNER " PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge o4r,'Veetland and Leaching Facility (If any wetlands exist i, witi300 feet If leacking faci ' ) 4e/Fee;; Furnished t pRivA�e IA)A y Bk 31416 P0321 41F35323 DEED RESTRICTION WHEREAS, I nomad t ,! essIc& Po . �'1q C,�a,sv�llt Q�,c� f L14 of (owner's name) 2. C ocwsfi L-awt, sa aw►Ck MA (address) is the owner of clmllt✓+fl<t ae" Id located (addr ss) at C vl<<e MA(hereinafter referred to as and being shown on a plan entitled "Subdivision of Land in _ Cr-a-i gyjIf- MA, Property of o wma,-s et al, duly recorded in Barnstable County Registry of Deeds in Plan Book /01 , Page 15.3 ; Or on Land Court Plan Number S79 Gci�n l It WHEREAS, (homm t-Jtssica eoti i6tx k at atas the owner of said lot has (owners name) agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on this property, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document, C:\Users\DecoWk\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\2PIOIDHR\DEED Restrict Sample.DOC NOW, THEREFORE, ff?¢ Ce) e&k id- -does hereby place the (owners name) following restriction on his above-referenced land in accordance with his agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: 1. a 7 Cray 0Ae Bead, W- may have constructed (add ss) upon the lot a house containing no more than 1�w0 (2.) bedrooms. 879 C�a�4v�t ft deac, 9 G.-LC, agrees that this shall be permanent deed (owners name) restriction affecting located on MA, and being shown on the plan recorded in Plan Book 0/ , Paged !5' Or on Land Court Plan For title of see the following deed: Book 2-19`73 , Page 330 Or Land Court Certificate of Title Number Executed as a sealed instrument day of ir- - � () 6 1 f Owner's signature OP Ow s signature Owner's signature COMMONWEALTH OF MASSACHUSETTS , ss 20 1' Then personally appeared the above-named 1nPyV AS , xSS j Ca 00 h, known to me to be the person who executed the foregoing instrument and acknowledged the same to be free act and deed, before me, C:)�� 1C, .. C-I ,f ;\ uli Notary Public My commission expires: A. 05-20 No° o ` na p > (date) s° may, M I ' W1i . BARNSTABLE REGISTRY OF DEEDS P gy,� John F. Meade, Register hwtia,fi "� BSACHItB .� r s .. t= _4 °FINE Tpw� Town of Barnstable Barnstable Board of Health I AIIII-AmnicaCO v°A RN STABLE,0 200 Main Street,Hyannis MA 02601 %6g9. �m ap ♦0 AlEo�,I a, 2007 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawaydhagi Donald A.Guadagnoli,M.D. September 12, 2016 Mr. Daniel A. Ojala, P.E., P.L.S. Down Cape Engineering 939 Main Street, Route 6A Yarmouth Port, MA 02675 RE: 879 Craigville Beach Road, Centerville, MA A= 225-030 Dear Mr. Ojala, You are granted conditional variances on behalf of your client, Thomas and Jessica Poti, to install an onsite sewage disposal system at 879 Craigville Beach Road, Centerville Massachusetts. The variances granted are as follows: 310 CMR 15.213: To install a septic tank within a velocity zone Section 360-2, Town of Barnstable Code: To install a septic system in an area of shifting sands. These variances are granted with the following conditions: (1) No more than two (2) bedrooms maximum are authorized f,.,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. (2) 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 two (2) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The septic system shall be installed in substantial compliance with the submitted plans dated June 27, 2016. Q:\WPFILES\Ojala 879 Craigville Beach Road Variances 2016.docx i (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated June 27, 2016. These variances are granted because the physical constraints at the site severely restrict the location of the disposal system due to its location within a velocity zone. Sincerely yours, C aA AaAl Ca ni Chairman q: WP//Ojala 879 Craipille Beach Road Variances 2016.docx f' �5 - _ oFtliE T rl v CCU'` v" , DATE: 71,?—tp FEE: x BARNSTABLE, MASS. a 9pp s : ,gym 1 REC. By l:! ATFDMA'tA Tow of Barnstable SCHED. DATE: l�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 J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION ' C /tQ1LV Property Address: `1 �:�,�-L���` 6 Assessor's Map and Parcel Number: Z"2 `�J 0 Size of Lot: `2 - Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME: Phone Did the owner of the property authorize you to represent him or her? Yes :PC No PROPERTY OWNER'S NAME CONTACT PERSON Name: Q�i( Name: 43`7 Address: 2- A-E�r Y �e-LA3,j 'Lr�- � t�� Address: 9n, - �- u 25G� _/l Phone: Phone: �` o�J br� VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach more space c needed) �/ NATURE OF WORK: House Addition ❑ House Renovation Repair of Failed Septic System 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 d' symsigiol, ansion 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 SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3. A. Sign ture ■ Print your name and address on the reverse X ( //I.tJJ ��/ ❑Agent so that we can return the card to you. 4- ❑Addressee ■ Attach this card to the back of the mailpiece, B. Receiv d by(Printed Name) C. Date f. 'livery or on the front if space permits. 1. Article Addressed to: . D. Is delivery address different from item 1? MJ G!/`f If YES,enter delivery address below: ElNk ❑AduIk 3. lt ce egn Signature [IRegiseredMailTm s® gAdult Signature Restricted Delivery ❑Registered Mail Restricted 9590 9402 1843 6104 6800 58 Certified Mail® Delivery Certified Mail Restricted Delivery 0 Return Receipt for ❑Collect on Delivery Merchandise -2. Article_Numher.(Transfer from seryiFe label) ❑Collect on Delivery Restricted Delivery ❑Signature ConfirmtionTm y ;+ f r e'er�sri— i—!t `r �; j p Signature Confirmation f I I7 D 16 l 0?5 0; CJ 0 0'0 t 8 9 5 2 3 3 9 9 f r ,ted Delivery i Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 POT-,,' 0Or Domestic Return Receipt. LISPS TRACKING# First-Class Mail Postage&'Fees,Paid USPS Permit No.G-10 9590 9402 1843 6104 6800 58 United States •Sender:Please print your name,address,and ZIP+4®in this box* Postal Service Down Cape Engineering, Inc. 939 Main Street, Suite C Yarmouth Port, MA 02675 I I I I I I I l�iliil{It1'Ili'1'Ilii�ilil1-I11'I1�"t�illy,lf��j'IMI�.�.�11irl1lit� I I I I , v i9 SECTIONSENDER: COMPLETE THIS SECTION COMPLETE THIS . . ■ Complete items 1,2,and 3. A- g ature ■ Print your name and address on the reverse X ❑ gent so that we can return the card to you. Addressee ■ Attach this card to the back of the mailpiece, ece5 by(Printed Name) C. Date of Delivery or on the front if space permits. (5f`j V 6r—rom 1. Article Addressed to: D Is delivery address different from item 1? ❑Yes /2 /5�4f� If YES,center delivery address belo /�fje U a. r�k d cra� Ave &-.d, #'606jr Ca-1 3. Service Type ❑Priority Mail Express® 111111111 IIII I')i II I III II I II I I I I III I I I i III III ❑Adult Adult Signature Restricted Delivery ❑Registered Mail Restricted Certified Mail® Delivery 9590 9402 1843 6104 6800 41 Certified Mall Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise 2. Article Num_ber(Transfer from service Iab.ei) ❑Collect_on Delivery Restricted Delivery 0 Signature ConfirmationTm j [3 Signature Confirmation. 7 016= 0 7 5 Di [1,0 0 0'18 9 5 2 34 0 5 .I" toted Delivery Restricted Delivery PS Form 3811,'July 2015 PSN 7530-02-000-9053 �A� Bp t{-Domestic Return Receipt I USPS TRACKING# 1 First-Class Mail USPS Postage&Fees Paid. Permit No.G40 9590 9402 fV:P6%04 6800 41 I United States •Sender:Please print your name,address,and ZIP+4®in this box• Postal Service I Down Cape Engineering, Inc. 939 Main Street, Suite C Yarmouth Port, MA 02675 I I I I I J II i ji I 1111111111111-11111111111 Jill ll,Jill Flr�l,1111$111iti1illi"titlit I I i V SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3. A. Sigriature ■ Print your name and address on the reverse X ❑Agent I so that we can return the card to you. �C 0 Addressee ■ Attach this card to the back of the mailpiece, B. Received by Printed Name) C. of Qeli ry or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1 T ❑ es N If YES,enter delivery address below: ❑No vlR. C�►..`�-vi l(e,. o�a3. ry II IIIIII IIII III I II I II�I I i I I I III I II I III I I essQ El Service Type ❑Priority red MailTm q Adult Signature ❑Registered MaiITM Adult Signature Restricted Delivery ❑Registered Mail Restricted Certified Mail® Delivery 9590 9402 1843 6104 6800 65 Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise 2._.Article Number_ITransfer from service label)_ q CCollect on Delivery Restricted Delivery ❑Signature ConfinnationTM "+ El Signature Confirmation, 016 10 7 5 0 do' 0 f: 8 9 5'2 3 3 8,2 ! I Restricted Delivery Restricted Delivery PS Form 3811',July 2015 PSN 7530-02-000-9053 0 Q d}{ Domestic Return Receipt QSPS.TRACKING# cut, t=�t all I 9590 9402 1843 6104 6800 65 United States •Sender:Please print your name,address,and ZIP+4®in this box• Postal Service s.. Down Cape Engineering, inc. 939 Main Street, Suite C Yarmouth Port, MA 02675 I I I I I i i i •� I I J tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering, inc land court civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. surveys Arne H.Ojala,P.E.,P.L.S. Andrew R.Garulay,R.L.A. structural design July 19,2016 Barnstable Board of Health site planning 200 Main Street Hyannis, MA 02601 sewage system Re: #879 Craigville Beach Road,Centerville designs Dear Board Members: inspections Enclosed is a variance filing request for the above-referenced site. On behalf of our client, we are requesting a variance under Town of Barnstable Health Regulations Chapter 360-2: permits installation of a septic system in shifting sand and under Title 5 310 CMR 15.213(1) &(2): installation of a septic tank and leaching facility within in a Velocity Zone and Coastal Dune. landscape The applicant is proposing a new dwelling in place of the existing dwelling essentially within architecture the same footprint,to be compliant with FEMA floodzone and Mass. Building Code requirements. The project does require formal approvals from the Conservation Commission and the Board of Appeals. The site,containing 0.25+/-acres,is improved with a 3 bedroom dwelling which is not floodzone-compliant. The dwelling has existed since at least 1968 according to the Town aerial photos. The entire site is Coastal Dune and is within Land Subject to Coastal Storm Flowage (Velocity Zone). The septic system is proposed to be upgraded from an older Title 5 system to a septic/pump chamber combination with a 3 bedroom-designed pressure- dosed leaching field,which an improvement over the existing design. The base of the leaching field is greater than 5'above projected groundwater(not observed during the 11' deep test hole procedure). In this area the groundwater is tidally influenced. The leaching facility is more than 180'to mean high water. The new septic system is designed to be sub-surface,therefore we are requesting a variance from 15.213 (1)and (2). Although the existing septic tank is not"damaged",we are proposing the new septic tank/pump chamber combination to be sub-surface rather than elevated. The dwelling and older Title 5 septic system did exist prior to the March 31, 1995 date listed in the regulation. There is no place on the lot that it can be sited outside the Velocity Zone(or Dune). There is no increase in flow and the leaching facility maintains the required groundwater separation. We are proposing gravel over the top of the system (as well as sand)to maintain proper cover during potential shifting sand conditions. In that the site does hot lie within a Zone II,the area is served by town water,the septic tank is water-tight,the leaching facility is greater than 180'to mean high water, its base is more than 5'above groundwater,the bedroom count is not increasing,and the proposed gravel will aid in keeping the system covered,we feel that the proposed construction with r its improved Title 5 septic system will not adversely contribute to the decline of existing water quality or food sources,or any other interests protected under state or local regulations. Very truly yours, Daniel A. Ojala, PE, PLS Down Cape Engineering, Inc. cc:T. Poti Date: 71S f l6 Barnstable Board of Health c%Thomas McKean,Health Director 200 Main St,Hyannis,MA 02601 Dear Board Members: I hereby give Down Cape Engineering,Inc.permission to represent me in the upcoming public hearings regarding permitting for septic system Title 5 variances as needed for the septic upgrade at#879 Craigville Beach Road in Centerville(Barnstable),MA. U'Al Owner AbutterReport Page 1 of 1 Board of Health Abutter List for Map & Parcel(s): '225030' Direct abutters (no set distance) and the properties located across the street. Total Count: 7 a Close Map&Parcel Owner2 Owner2 Addressi Address 2 Mailing Country Deed CityStateZip 225001 CHRISTIAN CAMP 39 PROSPECT AVE CENTERVILLE, 9086/11 MEETING ASSOC MA 02632 225030 POTI,THOMAS E& %879 CRAIGVILLE 2 HONEY LOCUST SANDWICH, MA 29087/241 JESSICA L BEACH LLC LANE 02563 22503100A EFREMOW, NIKOLAV P 0 BOX 760719 MELROSE, MA 11293/188 &ROSEMARIE 02176 22503100E GIOVANNONE, 93 NOBADEER CENTERVILLE, 28104/190 LOUIS A ROAD MA 02632 22503100C MISCHIK, 6 PHEASANT RUN HINGHAM, MA 27556/218 KATHLEEN KING 02043 22503100D EFREMOW, NIKOLAY P 0 BOX 760719 MELROSE, MA 7303/150 &ROSEMARIE A 02176 PERKINS, 872B CRAIGVILLE CENTERVILLE, 226169 CONSTANCE J& BCH RD MA 02632 8974/222 BURK,JOANNE M 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 6/28/2016. http://maps.townofbarnstable.us/arcims/appgeoapp/AbutterReport.aspx?type=BOH 6/28/2016 • tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering, inc land court civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. surveys Arne H.gala,P.E.,P.L.S. Andrew R.Garulay,R.L.A. structural design July 21, 2016 site planning Dear Abutter: sewage system designs A public hearing has been scheduled for the Barnstable Board of Health to take action on a request for variances from the Town of Barnstable and Title 5 Regulations for the subsurface disposal of sewage for the proposed Title 5 septic system at#879 Craigville inspections Beach Road,Centerville. The variances requested are as follows: Variances requested under Title 5: permits 310 CMR 15.213(1) &(2): installation of a septic tank and leaching facility within a Velocity Zone and Coastal Dune landscape architecture Variances under Town of Barnstable Section 360-2: installation of a septic system in shifting sands 15.405 (1)(a): reduction in setback, leaching facility to lot line (10'to 5') Said hearing will be held in the Hearing Room,South Street, Hyannis,August 23,2016 at 3:00 pm. Plans and the application describing the proposed activity are on file at the Board of Health office,200 Main Street, Hyannis. It is recommended to check with the Health Department to confirm date and time if you are interested in attending. Sincerely, I Daniel A. Ojala, PE, PLS Down Cape Engineering, Inc. cc:Abutters file / Barnstable Board of Health v i Crocker, Sharon From: Crocker, Sharon Sent: Tuesday, July 10, 2018 5:04 PM To: 'slopez@downcape.com' Cc: Parziale,Jim Subject: 879 Craigville Beach Rd, Centerville BOH 8-23-16 Attachments: 879 Craigville Beach Rd Centerville BOH 8-23-16.pdf Hello Sue, Attached is the approval letter. We viewed the video. It does require a 2 bedroom deed restriction. The existing loft does not count as a bedroom. Also, they did mention that it is fine to have the flow design the same and change the listing as a 2 bedroom. (Plan dated June 27, 2016) So a new wet-stamp will be required. Thank you. Sharon 1 J r it t Town.of BamstaJble Departi u mt of Regulatory.Services i qua )Public Healih.JDividon Date �e3A 200 Main Stine[,Hyannis MA 026ol a ' D Mid A Date Scheduled Tiime 1 � Fee]Pd, I PIP ,Soil Suitabilio Assessment for tSew ge Disposal PcrformedByn' ( �G✓)SgV� Witnessed By: t- JLC LOCATION eation Add reg�s �� — a 0.tV I -C.&�-PGA� ��f/,�,NOwFneOr'sR NMamAc TTON Address o.esAsessMp/Prcel: . , BngluccesNamo NBW CONSTRUCTION REPAIR Tdepho¢c ik So F Jl�o of` Land Use: D 2 A c r ) Slopes M t/ — suzfaec stones /vat Distanee9 from Open Water Body>lGo ft Possible Wet,Area fi Drinldng Water Well Drainage Way>/GG ft Property Line /O ft Other ft. SMTCH:(Street name,dimensions of lot,exact locations of test holes&pert tests;locate wetlands•�u pzo dmity Wholes) 9 • I _ -reZ �DWef l:�9 J . I _ -4-0'�(JZ o_ Parent material(geologlo)L,,4,5j4a /-r,Q.}.DCQIh Depth to-Bodrock Depth*to Groundwater.StandingWatcrinHole.. N/ Weeping from PitFpce / /r Estimated seasonal High Umnndwater DETER1YI WATION FOR SEASONAL E[IGH WATER TABLE Method Used.- Depth Observed standing in obs.hole: Iq, .Doptlt.tp.sall fnnt[1e8: .,,,,�„_..•,_hl, Depth to weeping from side of obs.hole:_:�,•_.,.,,,,,,_•,_,In. OmundwaterAdjustmenk ,,,,.Fr. index Well$ ReadiugDate: ladox Well level AtQ,PAetnr—,Adi•.Orow[dwaterLavrJ,,_, PERCOLATION TEST )Date.,_,,,,_..,., Time Observation Hole tk Time at 9" DepthofPem. �U ' Time At _ Start Pro-sonkTLmo @ Time(91141) ' End Pre-soak ' RacoMin./Inch. .. ._......_ L 2 t;i;n/-Tnc h A/ 61tcSultabilltyAssessmean SiteFassnd BiNFalled: Additional Testing Necdcd(YIM Original:Public Health Divlsioa Observation Hole Data To Be Completed on Back ***If percolation test is io be'conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)Week prior to beginning. QASBPnWJ3RCP0-RM.DGC DEEP.OBSERVATION'HOLE L00 Hole# Depth from Soil Horizon Soil Texture Shcl Color Soil. Other Surface(in.) (USDAA) (Munsell) Mottling (Structmro,Stones;Boulders, Conslltanpy,%'Grivan DR+ .''OBSERVATION HOLE LO.G' Hole# _ Dcpthfrom Son Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistency,'70 rave DEEP OBSERV TIONDOLELOG Hole Dcpthfmri Soil Harizon SollTexture Soil Color Soil Other* Surface(in) (USDA) (Munsell) Mottling (Structure,Stoncs,Boulders. Calislatemov. DM OBSERVATION HOLE L0C Hole# Depth from Soil Hotlzon Soil Texture Soil Color Soil Other Surface(m.) (USDA) (Mansell) Mottling (Structute,Stories',Boulders. Cos ten 1 y Tlood 7nmmrice'Rate map: Above 500 year ftoadboundary No Yes Within 506 year boundary No Yes withinl00year flood boundary No._ Yas )De'nth of Naturally Occurring_Pervious Material Does at least four feet of nafur'ally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption ayetom9 Y P i If not,what is the depth of haturally occurring pervious matr:rlall -- -- Certffcatien I certify that on (date)I have passed the soil evaluator examination approved by the Department of Enviromnental Protection and tharthe above analysis was Performed by me consistent with . the required braining,expertise and experience described in�10 C MR 15.017. Signature ----�.... 1)atb S Q.*PTTWHRCPORM.DOC I f G O- z c� oy «o m O r^^ f \\ \ 04f.-G1J C+!N�6'+L4.!_L. _ .a�i • .� �..` T .. I -S .. ,—_ :ror.12 F?!E/:�C`l7L•.R.��L�IUL'15.Y1:5 - _ I.. � I' ' ' i 1'ti4EYar5 i ' � ; I —3r;•-niA tier .. — C _ 1, I —^�`-�-�-----� 4 � as`C.e')FYrsc a..cwJ�A-u �•r 6 Y�Y+ara g,r �rl .. TCSLISJF.�•NS ' lam/ I` I I __CylcutN.:Ty Fe]o.Isn, R�iSlk:<`f�.co) .. . . .:' ..._ 6_�N'S•Y\7r-ZOYrVC�`/-'(6'%mot al. _ I I .,-zest.r �. . I �o _ s•o` s.o-. a o � I 140;�" ' � �"A !• s�- � a�- a al �__ - g.�.. �:m" Ik -Y.4•' 2't9 - - 'a-_-4-- .. � f it z C I _ _ _ I o - - d �•' i i R�a�S PaL•T\?"4�•a_G11:6-pe�3i �.. - r ., ,.. I I. _.� to r I ' in '•�'N'1�? .'I•,! F IF. .j _ f...' `.i-oF=l-.tFl�.n:L\3s2a.-5TU1 �-ci. - . ,AI � t�trJR v, �CC1' i .._ Q, � �� :--:*. F —� •. -_ ��_ —_ 41l 4,lifp6l.. L.''' � j �C ��I. � i Y �1 I Fi. �.�I e -r'7 , qq1 e; r � I'aL171ZC�C�N� I . IIc r a max- II I' '^.�" 1 ! 110 2 ?U+? y.rc@a�.1:UIssT.` .aJ-rle1Z-. 7 I 1 CT I, i I I � II L 1 .. I. .. a I I ., _ - _ ' - 1 _ I tin. II • I I 1 .. I r T � '�, •: C,ROu�r� t.S:.vt� � N' '. 1-ll�s- l=L9GR nL,c�� ��!, i t'<F.o.k.�Y: SC Nn:,- c�rC_-f?_:- z:gz �- 1 1 ]Bruce Devliri'. I. Design® 8 i:!P C,J IrgYy.uL.{EA(:t-t.R9.- \ a z 774-2.38-0773 CLF-TLRVtt— � -- - k� ! M. Y Vill IT _.. 1 f 4 � V-1 j Ir • 7 MIN. 4" THICK GRAVEL' SYSTEM DESIGN. (P TOP OF TANK (PROVIDE. MIN. 5" SAND FILL NOTES n a L E G E N D SYSTEM PROFILE PROP. FIRST FLOOR EL. 19.0 ON TOP OF GRAVEL) � GARBAGE DISPOSER IS NOT ALLOWED \ (NOT TO SCALE) 1. DATUM IS NAVD 88 o coo 99- EXISTING CONTOUR PROVIDE INSPECTION PORT TO GRADE 4" VENT, PERF. 24"0 H-20 CAST IRON SEE DETAIL RUNS UNDER 2" 2. MUNICIPAL WATER IS EXISTING n X 99• EXIST. SPOT ELEV. DESIGN FLOW: 2 BEDROOMS @ 110 GPD = 220 GPD INSULATE PIPE WHERE COVERSTO GH RILL LAST HOLE IN EACH ABOVE GRADE 2% SLOPE REQUIRED OVER SYSTEM D FEMALE ADAPTOR & THREADED PLUG LATERAL ON TOP TO VENT 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. =[991- PROPOSED CONTOUR USE A 220 GPD DESIGN FLOW 2.0"0 THREADED END CONNECTION AIR WHILE LATERAL FILLS 10.0 MINIMUM .75' OF COVER OVER PRECAST 9.0'-1 1.0' SCH 40 PVC 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS 198.41 PROPOSED SPOT EL. SEPTIC TANK: 220 GPD 2 = 220 PROPOSED NEW FLOODZONE-DESIGNED 1/4" SHIELDED TO BE AASHO H-20 5. PIPE JOIN o�. orseshoe Ln ( ) 2" SCH40 PRESSURE LINE 8.0' TH1 FOUNDATION DESIGN BY OTHERS ORIFICES 0.75" MIN. (1) 2500 GAL. H-20 SEPTIC TANK/PUMP CHAMBER ( ) rs To BE MADE WATERTIGHT. o�� TEST HOLE COMBINATION 1500/1000 OK VELOCITY ZONE oo� ' o0 0a o�� o 8S o 0 �86 COO 0 0 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 2% LEACHING: 310 CMR'15.000 TITLE 5. ;. SLOPE OF GROUND .� 2500 GAL - ) o 220 GPD / (.74) _ 298 SF REQUIRED 10" SEPTIC TANK/ 2" INVERTS LEVEL AT 7.8 7• THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO CO-) UTILITY POLE TEE PUMP CHAMBER 8.10' BOTTOM LEACHING LEVEL AT EL. 7.33 BE USED, FOR LOT,LINE STAKING OR ANY OTHER COMBINATION 2" CENTRAL FED MANIFOLD CONNECT ENDS �-�P 15' X 30' = 450 SF OK PURPOSE. `� FIRE HYDRANT 450 SF X .74 = 333 GPD OK PITCH TO DRAIN BACK TO Nantucket yY SEE DETAIL BELOW PUMP CHAMBER- NO LOW SPOTS. 5.93 NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING USE A 15' X 30' LEACHING FIELD 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Sound Locus PRESSURE DOSED WITH 2.0" LATERALS WITH 3/4" TO 1 1/2" DOUBLE WASHED STONE o°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED THE INSTALLER SHALL VERIFY THE 1°°°°O°°°O°O°O°O°O°O°O°O°O°O°O°O°°°°°O°O°O°O° WITHOUT INSPECTION BY BOARD OF HEALTH AND 1/4" SHIELDED ORIFICES AT 5' O.C. * °,°„°_�_°_�_�_� ° ° ° ° 0 �.�_�_°_�_�.° ° LOCATIONS OF ALL UTILITIES AND ALL 6" CRUSHED STONE OR MECHANICAL PERMISSION OBTAINED FROM BOARD OF HEALTH. BUILDING SEWER OUTLETS AND I COMPACTION. (15.221 (21) ELEVATIONS PRIOR TO INSTALLING ANY 2 5 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCUS MAP PORTION OF SEPTIC SYSTEM ( % SLOPE) H-2O (-�% SLOPE) USE MEAN HIGH WATER LDOCATFON(10F ALL3UNDERGROUND & OVER AND ING HEADHUTILITIES SEPTIC TANK LEACHING I� EL. 1.4' (TIDALLY PRIOR TO COMMENCEMENT OF WORK. NOT TO SCALE ' MA FOUNDATION,- 13 PUMP .CHAMBER 30 FACILITY INFLUENCED) APPROVED DATE BOARD OF HEALTH 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ASSESSORS MAP 225 PARCEL 30 REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND VE EL. 15.0' AS SHOWN REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. ON COMMUNITY PANEL #25001 CO564J x DATED 7 16 2014 MANHOLE COVER 'y 13. FLOOD RESISTANT FOUNDATION DESIGN BY OTHERS. / / MORTAR ALL COMPONENTS (TYP.) I� q T X��X SITE IS LOCATED WITHIN A COASTAL DUNE 1 Tl 24" I.D. PRECAST CONC. RISER AS REQ. 4'0 PRECAST DONUT 1" OVER FIELD, �� VARIANCE REQUESTED: ZONING SUMMARY �4" THICK 4000 PSI CONC. W/WWF 310 CMR 15.213 ."o. 18'0 OBSERVATION HOLE IN CTR. '`/, ,•„ EOP m So (1) &c '(2): INSTALLATION OF ASEPTIC TANK AND ZONING DISTRICT: CRAIGVILLE BEACH DISTRICT LEACHING FIELD '°", LEACIHING FACILITY IN A VELOCITY ZONE AND C. "•. �' 1?0,4 8 DUNE �12" PERF. HDPE BENCHMARK: D REQUIRED EXISTING PROPOSED BAG NAIL MIN. LOT SIZE 87,120 S.F. 10,890 S.F. 10,890 S.F. PUMP OUT WELL rn , > TO SAND AT BOTTOM L.F. =8.82 NAVD88 UNDER TOWN OF BARNSTABLE SECTION 360-2: MIN., LOT FRONTAGE 100 52.97 52.97 INSTALLATION OF SEPTIC SYSTEM IN SHIFTING SAND MIN. FRONT SETBACK 20' 15.9' 15.9' INSPECTION PORT DETAIL 5�4 20,5 » 2 BEDROOM DEED RESTRICTION REQUIRED MIN. SIDE SETBACK 15' 5.1' 5.5' 2.g�1 8 f MIN. REAR SETBACK 15 212.9 212.9 NOT To SCALE °' a OpO s MAX. BUILDING COVERAGE 2,104 S.F. 984 S.F. 840 S.F. COAST DU bp Tbp ettpvc �O� SITE IS LOCATED WITHIN THE CRAIGVILLE AVE, L�DG 19 p BEACH NEIGHBORHOOD OVERLAY 20 SITE IS LOCATED WITHIN THE AQUIFER _ ��1 // ♦ oPERAnNc POINTPROTECTION OVERLAY DISTRICT IV / w 15 2.T IDPt MIRAFI 140N NONWOVEN FILTER FABRIC 0g 0 2.0" cO MAP 25 PARC L 00 �� Ji^ C�i�O W ISTING z_ p OVER WASHED STONE C I TIAN A N ASSOC. ? / (C)�n�0} �� / 5 1' E<<IN0 o BOTTOM OF STONE ELEVATION LISTED 9 PROS T A S/_/E_; j w 10 2.0" LATERAL WITH ENTERV LE A 02 32 / i = ORIFICES & SHIELDS 34" TO 1r1 2" DOUBLE ,� �- / i WASHED STONE - I I PRO � a COMPACTED CLEAN MEDIUM SAND FILL ONLY. /1) / o pEC P FO h''1 rl� N 7 CROSS SECTIOU LEACHING FIELD 1 000 TH2•�:.,� �. Fk/ T1 -- - _ N.T.S. R P. VEN WITH CHA COAL FILTER j,I TH1 NG _ AN B SCRE (FINAL PLA EMENT B . .. p � @E CFO p N AC WIT OMEO ER _ ,..., 1O'�j C1SyEp ' g 25 50 75 -100 CO SUL TIO 14 , t;� ;{: �!(,� `>""I CAPACITY - GPM 2.0"0 SCH-40 PVC LATERAL \ t :c 1:.,. x «TT"'/ ORIFICE SHIELD OS200 N � � c PUMP CURVE FOR MYERS / °� SRM4 4/10 HP PUMP ' ORENCO SYSTEMS INC '' •' '` • '.•`� � PH. 1-800-348-9843 Rk PR VIDE WORK IMIT LI E OF OR EQUAL. +/ �1T / /n ST KED SILT F NCE 24 REQ. / I��y�� ELEV. ELEV. N DUNE, p 1 2 I VE ION q R SE / PROVI RUS�BLOCKS ALL „ 9•5' » 9.5' 1/4"0 HOLE AT 5' O.C. SNAP-ON A Rif l k/ x AN LES AND BE DS EXACT DIAMETER HOLES SHIELD ,�' / COASTAL DUNE SHOULD BE SHOP DRILLED WITH 6 �1 11 7 ; A DRILL PRESS TO ENSURE UNIFORMITY. REMOVE BURRS DRAINAGE SLOTS 10 / PRIOR TO PLACING PIPE. / PERC TEST HOLE LOGS 3 Y ORIFICE SHIELD DETAIL MAP 225 / 8 PARCEL 30 / M/+l C C ENGINEER: DANIEL E. GONSALVES, SE #13587 NOT TO SCALE /nN C ND225 PAR L: 031 0.25 AC. w N ` WITNESS: DAVID STANTON, RS / C MS MS DATE: 1 1/23/15 / �-_ _: _ PERC. RATE_ _ _ < 2 MIN INCH COASTAL DUNE m IOYR 7/4 1OYR 7/4 CLASS I SOILS P# 14897 ACCESS FOR ROUTINE MAINTENANCE 24"0 H-20 CAST IRON 9 ;� MUST BE PROVIDED FOR ZABEL FILTER. INSTALLER MUST FOLLOW ALL COVERS TO GRADE / MANUFACTURER'S SPECIFICATIONS FOR 830 GAL RESERVE PROPER FILTER INSTALLATION 9 ALARM AND CONTROL PANEL .,,, ,;�, ,�� �i�i�i�i���i�i, 1 TO BE INSTALLED INSIDE ��'� �;'% '���'%� ������� �i������I���`� rn /r BUILDING. ALARM TO BE ON ` 132" -1 .5' 132" ' -1.5'INV. IN 8.10' TITLE SEPARATE CIRCUIT FROM PUMP 2" PRESSURE LINE / zABEL FILTER 19" TEE SLOPE TO .DRAIN .BACK 5 NO GROUNDWATER ENCOUNTERED OF FLOAT SWITCH ALARM ON (A10o) OUTLET TEE W/EXTENSION WEEP HOLE SETTINGS: PUMP ON 1657 GAL. CHECK VALVE E `-879 BEACH 6,. THIS BAFDLE / / CRAI G"' VILLE ROAD 5" WORKING RANGE MYERS SRM 4 5„ 6.8' SUBMERSIBLE 4/10 HP PUMP / C E`8 N T E R V I L L rE M A PUMP OFF 12" SYSTEM (OR EQUAL) / (ON BLOCK) 4 DOSES PER DAY, AT 110 GAL. PER o00 0000000 / 000000 0000 000 0000 DOSE (5" WORKING RANGE) PREPARED FOR 6" BAFFLE - • AATTU H - 20 C TTom� T H 0 M A or"' P(*DN T I -- 2500 GAL. SEPTIC TANK PUMP CHAMBER COMBINATION 11 �' � T S (NOT TO SCALE) O N DATE: JUNE 27, 2016 -- REV: JULY 11 , 2018 (2 BEDROOM DESIGN FLOW) 'ASH OF V4S '�N OF tiigSS Snr DANIELA. ti DANIEL ti 2 o OJALA G� � A. G�� off 508-362-4541 gPPR�X M " CIVIL U NO' N fax 508-362-9880 N 0. c l� 465 downca e.com 02 .� ., p O 1 STE?-<- o'`ESS�U<� • • • down cave engineefing sac. s NG ���SURVEyO 1 1 civil engineers r land surveyors _ \\\ 939' Main Street Rte 6A ' Scale: 1"= 20' _ � � ) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 DCE # >5-32 > 0 10 20 30 40 50 FEET - 15-321 In a SYSTEM DESIGN: SYSTEM PROFILE NOTES LEGEND -- (NOT ro SCALE) 1. DATUM IS NAVD 88 EL. 19.0 �o. GARBAGE DISPOSER IS NOT ALLOWED \ o 99 - EXISTING CONTOUR � _ ---- � 0+24" H-2o CAST IRON PROVIDE INSPECTION PORT TO GRADE 4" VENT, PERF. � COVERS TO GRADE i SEE DETAIL RUNS UNDER 2" 2. MUNICIPAL WATER IS EXISTING X 9 BEDROOM 9• EXIST. SPOT ELEV. DESIGN FLOW: 3 S © 110 GPD = 330 GPD INSULATE PIPE WHERE _ ABOVE GRADE 2% SLOPE REQUIRED OVER SYSTEM/ DRILL LAST HOLE IN EACH FEMALE ADAPTOR & THREADED PLUG � -[g9]- PROPOSED CONTOUR USE A 33O GPD DESIGN FLOW LATERAL ON TOP TO VENT 3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT. 2.0 � THREADED END CONNECTION 0 `L �, 10.0' AIR WHILE LATERAL FILLS w q MINIMUM .75' OF COVER OVER PRECAST , , SCH 40 PVC "Q ti o 9.0 -11.0 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS [98.41 PROPOSED SPOT EL. SEPTIC TANK: 330 GPD 2 660 PROPOSED NEW FLOODZONE-DESIGNED 1/4" SHIELDED 8 p� TO BE AASHO H-ZQ o o, o�seshoe Ln ( ) 2" SCH40 PRESSURE LINE ORIFICES 0.75 MIN. , TH1 (1) 2500 GAL. H-20 SEPTIC TANK/PUMP CHAMBER FOUNDATION (DESIGN BY OTHERS) TEST HOLE 00 1000 OK �/-Za N 5. PIPE JOINTS TO BE MADE WATERTIGHT. / COMBINATION 15 .,_�. , oo °o °O000 o� " 00 0 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 2% SLOPE OF GROUND LEACHING: �r%8.68' 2500 GAL roi ui//2" INVERTS LEVEL AT 7.8 330 GPD / (.74) = 446 SF REQUIRED 10" SEPTIC TANK/ 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO R TEE BOTTOM LEACHING LEVEL AT EL. 7.33 UTILITY POLE 8.10 PUMP CHAMBER BE USED F01� LOT LINE STAKING OR ANY OTHER ` FIRE HYDRANT 15' X 30' = 450 SF OK COMBINATION 2" CENTRAL FED MANIFOLD CONNECT ENDS PURPOSE. y,o 450 SF X .74 = 333 GPD OK SEE DETAIL BELOW PITCH TO DRAIN BACK TO Nantucket NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING PUMP CHAMBER- NO LOW SPOTS. 5.93' Locus USE A 15 X 30 LEACHING FIELD 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. (Sound PRESSURE DOSED WITH 2.0" LATERALS WITH °- '' ';' � 3/4" TO 1 1/2" DOUBLE WASHED STONE 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED ►J ,JpO°O°O°O°O°O°O°O°OpOpO pppppp.;0;0; pOpO°OpOpt °°°°°°°°°°°p°p°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° WITHOUT INSPECTION BY BOARD OF HEALTH AND 1 4 SHIELDED ORIFICES AT 5' O.C. *THE INSTALLER SHALL VERIFY THE p p�p_0 n 0 0_O p p p p p r.n_p_�_n n 0 o / LOCATIONS OF ALL UTILITIES AND ALL �_ 6" CRUSHED STONE OR MECHANICAL PERMISSION OBTAINED FROM BOARD OF HEALTH. BUILDING SEWER OUTLETS AND coMPACTION. (15.221 [2]) LOCUS MAP 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING ELEVATIONS PRIOR TO INSTALLING ANY (2•5% SLOPE) f % SLOPE) DIGSAFE (1-888-344-7233) AND VERIFYING THE H-20 USE MEAN HIGH WATER LOCATION 01` ALL UNDERGROUND & OVERHEAD UTILITIES NOT TO SCALE - PORTION OF SEPTIC SYSTEM ® EL. 1.4' (TIDALLY SEPTIC TANK LEACHING PRIOR TO COMMENCEMENT OF WORK. MA FOUNDATION- 13� PUMP CHAMBER 30' FACILITY INFLUENCED) APPROVED DATE BOARD OF HEALTH` 11. ANY.UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ASSESSORS MAP 225 PARCEL 30 REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND VE EL. 15.0' AS SHOWN REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. ON COMMUNITY PANEL #25001CO564J x DATED 7/16/2014 MANHOLE COVER 13. FLOOD RESISTANT FOUNDATION DESIGN BY OTHERS. a�x SITE IS LOCATED WITHIN A COASTAL DUNE MORTAR ALL COMPONENTS (TYP.) `\x G Vl 24" I.D. PRECAST CONC. RISER AS REQ. LL x VARIANCE REQUESTED: ZONING SUMMARY 4'0 PRECAST DONUT 1" OVER FIELD �/ , 15.213 4" THICK 4000 PSI CONC. W/WWF ��;/ 18"0 OBSERVATION HOLE IN CTR. O Epp AC (1): INSTALLATION OF A SEPTIC TANK IN A ZONING DISTRICT: CRAIGVILLE BEACH DISTRICT Aso /'y LEACHING 4FIELD 'T"' �, « ROA VELOCITY ZONEREQUIRED EXISTING PROPOSED BENCHMARK: D UNDER TOWN OF BARNSTABLE SECTION 360-2: MIN. LOT SIZE 87,120 S.F. 10,890 S.F. 10,890 S.F. 12" PERF. HDPE MAG NAIL PUMP OUT WELL =8.82 NAVD88 INSTALLATION OF SEPTIC SYSTEM IN SHIFTING SAND MIN. LOT FRONTAGE 100' 52.97' 52.97' TO SAND AT, BOTTOM L.F. MIN. FRONT SETBACK 20' 15.9' 15.9' - INSPECTION PORT DE MIN. SIDE SETBACK 15' 5.1' 5.5' TAIL 529.20'5g'�E MIN. REAR SETBACK 15' 212.9' 212.9' NOT To SCALE rn o oppSED s MAX. BUILDING COVERAGE 2,104 S.F. 984 S.F. 840 S.F. CO A T, E INc �O� SITE IS LOCATED WITHIN THE CRAIGVILLE AVE L G 19.0 BEACH NEIGHBORHOOD OVERLAY 20 PgVfD ° SITE IS Rive LOCATED PROTECTION OVER WITHIN AQUIFER AY DISTRICT 14.T G OPERATING POINT 15 �� tsrt1Vb �9.5, LLi w 15 2.7' IDPt `x, r C!rNC EXIS MIRAFI 140N NONWOVEN FILTER FABRIC °g 08 ° 2.0' tO 9 Qw rlNc z OVER WASHED STONE MAP 25 PARC L 00 5 E �lN o p C R TIAN A E IN ASSOC. ✓ri0) 1 / cN� G < BOTTOM OF STONE ELEVATION LISTED 9 PROS T A i rl iJ / O) w 10 !. 2.0" LATERAL WITH ENTERV LE A 02 32 ORIFICES & SHIELDS 3 4" TO 1-1 2" DOUBLE J� t � a c / < WASHED STONE o COMPACTED CLEAN MEDIUM SAND FILL ONLY. 1D&, l OfCK f0 5 N CROSS SECTION LEACHING FIELD x �\ f N.T.S, _ R P. VEN WITH CHA CC0AL\FILTER ORQ TH2 T.Hj fk�... C!( 0 x AN[�B�SCREE (FINAL PLA EMENT B u DM of NT ACT WI OMEO ER .,; •, 10. , OGISyfD g� 0 25 50 7s 100 CO SUL TIO8 T CAPACITY - GPM 2.0"0 SCH-40 PVC LATERALttj PUMP CURVE FOR MYERS ORIFICE SHIELD OS200 cV , .+• + .. ORENCO SYSTEMS INC O PH. 1-800-348-9843 k COASTAL DUN S R M 4 4/1 0 HP PUMP OR EQUAL. :� �/ X AREA 24 REQ. i �(V DUNE \X ' 9, RfSfRVf _�- 1 ELEV. 2 ELEV. GR S / PROVI ETHRUSI' BLOCKS ALL 0» 9.5' 0" 9.5 A \ k x AN LE AND BEDS 1/4"O HOLE AT 5' O.C. SNAP-ON EXACT DIAMETER HOLES SHIELD f� i/ COASTAL SHOULD BE SHOP DRILLED WITH 6 11 E 11� 7 A DRILL PRESS TO ENSURE / UNIFORMITY. REMOVE BURRS �� DRAINAGE SLOTS / 10 co �81 PRIOR TO PLACING PIPE. TEST HOLE LOGS MAP 225 PARCEL 031 PERC CONDO ORIFICE SHIELD DETAIL MAP .225 � � /� �8 � C C ENGINEER: DANIEL E. GONSALVES, SE #13587 i NOT TO SCALE PARCEL 3O 0.25 AC. WITNESS: DAVID STANTON, IRS MS MS DATE: 1 1/23/15 PERC. RATE _ < 2 MIN/INCH: I 14897 1OYR 7/4 1OYR 7/4 CLASS SOILS P# ACCESS FOR ROUTINE MAINTENANCE 24"0 H-20 CAST IRON /g MUST BE PROVIDED FOR ZABEL FILTER. COVERS TO GRADE INSTALLER MUST FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR 830 GAL RESERVE �0 l PROPER FILTER INSTALLATION \ a 9 ALARM AND CONTROL PANEL ,,,; , , , , O 1O y��i��}V�j� V�jA�j' ✓A�jA�� Y/A� � C TO BE INSTALLED INSIDECO 132" -1 .5' 132" -1 :5' BUILDING. ALARM TO BE ON INV. IN 8.10' TITLE 5 SITE PLAN SEPARATE CIRCUIT FROM PUMP 2" PRESSURE LINE 5 NO GROUNDWATER ENCOUNTERED (AlOO) 19" TEE SLOPE TO DRAIN BACK OF ZABEL FILTER FLOAT SWITCH ALARM ON OUTLET TEE W/EXTENSION WEEP HOLE / SETTINGS: PUMP ON 1657 GAL. THIS SIDE CHECK VALVE / #8`70.9"' CRAIGVILLE BEACH 5" WORKING RANGE 6., OF BAFFLE MYERS c;RM 4 5 6.8' SUBMERSIBLE 4/10 HP PUMP CENTERVILLE, PUMP OFF 12" SYSTEM (OR EQUAL) / (ON BLOCK) / 000 0 0000o coo o / 4 DOSES PER DAY, AT 110 GAL. PER o00000 0000 000 0000 / PREPARED FOR DOSE (5" WORKING RANGE) A1A1V71tj, _, H - 20 6" BAFFLE 500 GAL. SEPTIC TANK PUMP CHAMBER COMBINATION P (NOT TO SCALE) 0 DATE. DUNE 27, 2016 � 1V a R '4A r off 508-362-4541 - �� a �cHOFS fax 508-362-9880 , i Q. sa ��� �y� I downcaP e.com `�V �- DA,NIELA c DAniF:L um� oJALA ()IALA down cape e#7gineering, Inc. C IVI�L No1400,80� civil engineers land surveyors 0� Scale: 1"- 20' F ON Is � G� F ' - 939 Main Street ( Rte 6A) ! DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 LI��-++E # > 5-32 / 0 10 '20 30 40 50 FEET 15-321 Y