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HomeMy WebLinkAbout1462 MAIN STREET (COTUIT) - Health 14.62 Main Street, Cotuit 11 TOWN OF BARNSTABLE LOCATION / �� / r /� SEWAGE# (�`9 VILLAGE ASSESSOR'S M/AJP&PARCEL INSTALLER'S NAME&PHONE NO 1,�e,6 JP/ SEPTIC TANK CAPACITY d-6 LEACHING FACILITY: (type) — ate ;CJD��L� size) Qli� NO.OF BEDROOMS 3 OWNER C d PERMIT DATE: 9—,�01-02d)q COMPLIANCE DATE: Y1,7o X r 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 within , 300 feet of leaching facility) y�� Feet FURNISHED BY ®� 0'-8 Town of Barnstable � s Board of Health * BAMSTABU& • MASS. 200 Main Street, Hyannis MA 02601 i639. &1 Office: 508-862-4644 John Norman,Chairrman FAX: 508-790-6304 Donald A.Guadagnoli,M.D. F.P.(Thomas)Lee,P.E. Daniel Luczkow,M.D.Alt. March 8, 2022 Mr. John O'Dea Sullivan Engineering 711 Main Street Osterville, MA 02655 RE 1462 Main Street, Cotuit A =.017-013 Dear Mr. O'Dea, You are granted a variance on behalf of your client, Lisa Mingolla, Trustee, to construct an onsite sewage disposal system at 1462 Main Street, Cotuit, Massachusetts. The variance granted is as follows: Section 360-1 of the Town of Barnstable Code::To install a septic tank 80 feet away from a coastal bank, in lieu of the 100 feet minimum separation distance required. This variance was granted because the physical constraints at this lot restrict the installation location of a septic tank due to the property's close proximity to a coastal bank. Sincerely, t ohn Norman Chairman Q:\WPFILES\Odea 1462MainStreetCotuit Variance March 2021.docx DATE: e7Z �► $95.00 FEE*: Town of Barnstable Board of Health 3CIitED.DATE: 3 .� 200 Main Street,Hyannis MA 02601 Office: 508-962-4644 John T.Norman FAX: 508-790-6304 Donald A.Guadagnoli,M.D. Paul J.Canniff,D.M.D. F.P.(Thomas)Lac,Alternate VARIANCE REQUEST FORM LOCATION OM M ���1 t Property Address: Ut MOM �1 rz1 U Ct Assessor's Map and Parcel Number: Oil � Size of Lot: � -25 krcS Wetlands Within 300 Ft. Business Name: Subdivision Name: (�,t) �r3 K 0r\" omtr)Tc 1'f Ube APPLICANT'S NAME: mtryw T s�rnon Did the owner of the property authorize you to v6present him or her? Yes No PROPERTY OWNER'S NAME l /� CONTACT PERSON Name:US/A.ln� r4o( `G(,IS�, b gV-\,0nt 0M Name: Gc����l tmiark �l ; Address: 1/l U V Rl t t-(A S Address:'-IK (Y l AA Y1 rvt t i m ozcA�s Phone: C(mbyjj4L M A n Z 13 a Phone: (-St)s) EMAIL: 3h1 Su 1\w d-n . L"Y1 VARIANCE FROM REGULATION(Incl.Reg.Code a) REASON FOR VARIANCE,(May attach separate sheet if more space needed) Tf\fin - O of— g 3tnn- I G NATURE OF WORK: House Addition U liouse Renovation U Repair of Failed Septic System N L Check/ t (to be completed by office staff-person-person receiving variance request application) P ase submit Jlrst four on list as S collated packets A. Five(5)copies of the completed variance request form B. Five(5)copies of MA DEP approval letters for Innovative/Alternative septic system(when proposing an I/A system or X secondary treatment unit(S.T.U.). _ C. Five(5)hard copies of engineered plan submitted(e.g.septic system plans)and one(1)electronic version submitted to email: / health(Rtown.bamstable.ma.us *(Pool Plan—5 hard copies) ✓ D.Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)and one(1)electronic f version. _ A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or R.S. ✓ Signed letter stating that the property or business owner authorized you to represent him/her for this request Applicant must notify abutters by certified mail at least tcn days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only). _ Full menu—Five(5)copies of full menu submitted(for grease trap variance requests only). _ Fee Submitted*$95.00 for the following variances: 1)New construction, 2) Septic repairs with increase in flows, and 3)New owner/new lessee applying for food, pool or body art variances. Exemptions from Variance Fee: 1)Septic repair withou an increase in flow and variances granted at the counter,2)Monitoring Plans,and 3)Temporary Food(not a"variance"). _✓ Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED John T.Norman NOT APPROVED Donald A.Guadagnoli,M.D. REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D. Q:\Application Forma\VARZREQ Rev Jan 1-2020.docx r Engineering & SU111*VaRConsulting Inc. (508)428.3344• P.O.Box 659•711 Main Street,Osterville,MA 02655 seci@sullivanengin.com • www.sullivanengin.com March 8, 2021 Board of Healdi Town of Barnstable 200 Main Street Hyannis, MA 02601 RE. Slow Marsh One Nominee Trust 1462Main Sft=4 Cotait Dear Board, Please find attached a variance request form, engineered plan, floor plans, 7-page cliecklist, signed letter from die property owner and a copy of die abutter letter. A septic permit (2019-321) was issued on August 26, 2019 for a septic upgrade associated wide die construction of a new dwelling,which is now well underway. On tie attached revised plan,we are requesting to adjust die location of die septic tank from die landscape screening buffer to die road, into die driveway area. A variance for die revised septic tank location from die Town of Barnstable Chapter 360-1 is required. The proposed septic tank location is approximately 80' from die Coastal Bank, whereas 100' is required. We do not believe there should be any environmental concerns as die waiver is being requested for die septic tank only, is more than in compliance with die Tide 5, and still represents a vast improvement over die prior existing conditions where die tank was less than 50' from tie bank and leaching field was less than 100'. I trust this nheets your present needs. Very truly yours, Jo m O'Dea, P.E. Sullivan Engineering& Consulting, Inc. ('yJ No. � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: k� PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Misposaf 6pstem (Construction Permit 4 � Application for a Permit to Construct kj Repair( ) logradej ) Abandion( ) Complete System ❑Individual Components Location Address or Lot No. l°I'2 A IQ,'j•F4reee Owner's Name,Address,and Tel.No. Cc4v:f A4q,119, Assessor's Map/Parcel © !% p/3 Installer's Name,Address,and Tel.No. Designer's dame,Address and Tel No. R 0 v(2� ?u�c_ 1'S 1•'4 K �i�ee/',�f 3 co3 L X A-� P.a-: �.4 r.�o JCL Type of Building: Dwelling No.of Bedrooms Lot Size �c•7�7m0 sq.ft. Garbage Grinder( ) Other Type of Building Rerd-m t No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 Or 330 gpd, Design flow provided 3 Y9 3 gpd Plan Date I 20 Zo! Number of sheets Revision Date Title S,�e OP64 P/11,pLU4d Size of Septic Tank (S`oo Ck&— Type of S.A.S. Z yid 64A. C 4, dr 59 Description of Soil 'rk-1 016 C�.`/� Sc�� �P +^[wos/� —Q�2 l lyy� Cyr k Oro,n.ti fq 12-22 le ZZ— Q? Nature of Repairs or Alterations(Answer when applicable) 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 Health. Application Approved by Date efp Application Disapprove Date for the following reasons Permit No. ��I� f Date Issued THE COMMONWEALTH OF MASSACHUSETTS- Entered in computer: Yes PUBLIC HEALTH-DIVISION - TOWN OF BARNSTABLE„MASSACHUSETTS N 4plication for 'Misposaf-Opeteut COttetrUtti01l Permit "'A Application for a Permit to Construct Repair( ) Upgrade, omplete System`` ❑Individual Components � ,y�5-4 re.e'-F 1 Owner's Name,Address,and Tel.No.Location Address or Lot No. (YC2 f Assessor's Map/Parcel O /7 6/ Installer's Name,Address and Te.No. Designer's ame Addressi and Tel.No. C)"C Type of Building: A Dwelling No.of Bedrooms Lot Size �,� Q - sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 Or 330 /� � Design flow provided 3 `/J , 3 gpd Plan Date- 121zC11 G(B N1 'bers f'she tS 1,j Revision Date �', 2 0/ Q Title--(--- Aa ��n Pl..n�S ,'f / A !` y1�/rrPi►7�f f� Size of Septic Tank S'®p J'�-\"'T�pe�of S.A.S. — C>d .G4(� _ Description of Soil T—k— 0-6 �'�( ���` � �� '' r: 12 A A 5r De lc G(c C C t r �I N I r"e7 , ,^ /F1 — 0. Nature of Repairs or Alterations(Answer when applicable) r J J 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 Health. r_Date �- Application Approved by Date Application Disapprovev Date for the following reasons Permit No. Date Issued � /�76�iq ------------------------------------------------------------------------------------------------ -------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate Of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired( ) Upgraded( ) Abandoned( )by at ";��� / lC�y Sl PP-{ (r, cr;1has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.,`F- ?'21 dated 812-4 >,a/ Installer ,�j o��T r v I -� �� Designer ry l��liO at7tir i4 PE'��7 t #bedrooms 3 Approved design flow 33 6 gpd The issuance of this permit shall not be construed as"a guarantee that the system will-function-ardesi hed l Date �� / ��0'1/ Inspector -----No.-------------------------------------------------------------------------------------------------------------Fee ----No.------ --------------------------------------------------------------------------------------Fee------rj V °Q----- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction Permit Permission is hereby granted to Construct Repair( ) Upgrade( ) Abandon(�r System located at l�(G 2. 1444 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 be completed within three years of the date of this perLe- Date ZG ?fir Approved by Town of Barnstable Inspectional Services BMW Public Health Division UM i Thomas McKean, Director s679. A�� a 200 Main Street,Hyannis,MA 02601 Office: 508-862.4644 fax: 508-790-6304 Installer& Designer Certification Form Date; Ja4gL Sewage Permit# J Sl—'�Z\ Assessor's MapWareel 01'7-<�i- g 1 Installer Desi ner: S�II�J�w� (n�,,E>�r•�t�> Address: ,0 k r..Y Address• Y„r. t` E`<<°� °„ `C s(�'�� <�: was issued a permit to install a On B(ZZd (date) (installer) septic system at N�J city\ a, ( based on a design drawn by (address) dated design ✓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. -,tom&k. ;nSB cr rS�^ 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. I certify that the system referenced above was constructed in compliance with the to rms of the I\A approval letters(if applicable) �N OFM ��l���Ass90 JOHN AI � CIVIL =i (Installer's Signature) No.48168 ,,.� (Designer's Signature) (Affix Desig Dip 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 TIME BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. \1IonWeptAHEALTMSEWER conneOSEPTIG DmIgner cenifteatlon Form Roy&14-13.DOC TOWN OF BARNSTABLE 1 LOCATION SEWAGE # 9" .-80 8. VILLAGE QO'T�,'M ASSESSOR'S MAP & LOT-0 17- 013 INSTALLER'S NAME&PHONE NO SEPTIC TANK CAPACITY / -60 LEACHING FACII.ITY: (type) TC- .3-34 \S (size) 3= 8 (X as o. o' NO. OF BEDROOMS -� BUILDER OR OWNER PERMIT DATE:?- � COMPLIANCE DATE: 7 Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 300 feet of leaching facility) Feet Furnished by t a7 ��3ox Y3 / No.._�s --EJ_. R F>�a QQ g� o -O i 3 7J .:.vd... -� V . THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliration for Diripnml Workii C owitrnrtinn ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: L/& 02 COTE-t I f' •-----------------------------•---•---......._.....---------•-------..__....___......._...__------ ----•----•----•-----•-------------------------•-----•----•-------.._...---•-------••--•-••----••-- Owner Address - -•--_.._I` --',•--••-`-•----- o. Location-Address v"l_ �r� or t Installer L` D_S �1.--(J ( /"�_5-...................................................... Address .................. UType of Building 3 Size Lot___________________________S q. feet Dwelling— No. of Bedrooms____________________________________________Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons________________._.-__--____ Showers ( ) — Cafeteria ( ) Q' Other fixtures _____________________ W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity------------gallons Length----------------g Width---------------- Diameter---------------- Depth__.._._..._.... x Disposal Trench—No. .............. Seepage Pit No-___-_-_ ----__--__ Diameter.• Length -.......__-____- Depth belowinlet__________________ Total•leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit-_________________._ Depth to ground water......................... (i Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water........................ 9 ---•-------------------------•--'-•-------•-----•--•-----•----•---------------•••-•------------••---....................................... __..... •------ •••- 0 Description of Soil......................... -----•----....-----------------------------------•------------._.._._-....---------'----•---------------------------------•.................. x U ------------------•-------•-----------••--•---'---------'-----------------------•-•--••'•-•----------•-----------•-•----------••-----...-•-'----•----------•-----------------------•------------'--•--- W UNature of Repairs or Alterations—Answer when applicable------"-j-.... _T._rz_P....... ................. •------'--------------------------------•-•-•--------•--'-•----------------•-------------------------•---'•-------------......---•------_...-•------•'---'--•-•-•--•-•------•---•••--------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the boZr d of health. Signed -----.. . . - `....-.../^.....�� ....�... a�-- '-_ . Date Application.Approved By ---------- � <.�..,-•- ................. .............................................. ... Date Application Disapproved for the following reasons- ------------ --------------------------------------------------------------------------------------------------------------- .......... . ............................................... ...................... ..................... -- .... .......................-......... .............................. Date Permit No. ------q:5--------- ..a. Issued .- �� �1 ----------------- ---------- Dare J FEx THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE App irtt#inn for Divi-pniitti Warbi Towi#rnr#inn Prrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: l H(o a Ha St 00-t-LA I �- ...--------•------•-•••---• -••---••----•-------------••--•-•------••--------• ---•--•••........ --•---•-••----------------•••------•---------...--------•-•---•------•--••--.......•---........... Location-Address II I , or Lot No. e _►�....w= 1'`� �• .f.................. ......•••---•--•-••---•--•---...-------•••--------•--...------•-----..........._..•--•--....--•--- Owner D sfe v Address Installer Address Type of Building Size Lot............................Sq. feet �. Dwelling—No. of Bedrooms.......................... ....._...--....-Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building --------------�:r'�. No. of persons----- ---.---_.---_------- Showers ( ) — Cafeteria ( ) dOther fixtures ---------------------------------- ------------------- ------------------ Design Flow------------------------------------------..gallons per person per day. Total daily flow--------------------------------------------gallons. C4 ---Septic Tank—Liquid capacity------------gallons Length---------------- Width---------------- Diameter................ Depth................ W Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. � x Seepage Pit No..................... Diameter.--.-.-------------. Depth below inlet.................... Total leaching area..................sq. ft. z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by-------: --------•-------- ---------------------•---------------- Date........................................ a Test Pit No. I................minutes per inch Depth of Test Pit.-.-.--._-_---- -- Depth to ground water........................ LT4 Test Pit No. 2................minutes per inch Depth of Test Pit...--............... Depth to ground water........................ 04 ---------------------------------------------------------------------------------•--•------------------...---•------•------------- ..----•--.--- 0 Description of Soil........................................................................................................................................................ •-------- x W x --- .........................................................-. -----------------------= -----------------------------------------------------------------------------------•------------------------ U Nature of Repairs or Alterations—Answer when applicable...-..C4-io----- ---7-1.P... ��� c J --- ------------•-----........-•-•---- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed ....... - .3 Dace Application.Approved BY .��.�- ;� .... ;-----�_....... ..Y - .-------..............................................................------ Dace Application Disapproved for the following reasons: .................................. .............................. ..................... . .......................... .................................................................................................................... ... -- ....... .............. . ......... . .... ........................................ 1 r Dace Permit No. ........._.5........... ........... '"Issued•.............. r 9/:'........ '. Dare - ------ .—o---- —-------- —.� _ —..c os-ate--m—a-- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE 01-er#ifi a e of Cnompliance THIS IS TO CERTIFY, That the IndividuaL§ewage Disposal System constructed ( ) or Repaired ( Lam-) by ... .. =r'.-.:x-:•.-���.'.�........... ........ ................. ........... e t_ Installer at ........-� l t ...oZ----- U`'�q..�. ' st ---._. -G.T _s...t..............-------.---------------------------------------------------------------------------------.---- has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. -_-r�'t` ---9_,X.G ........... dated ...... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUN-•CATION SATISFACTORY. DATE........ /............ h..- ........ .... Inspector .. ...`.. �,-..._........................_.......... - THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 1 _ TOWN OF BARNSTABLE FEE . �in�n�tt1 nr�� �nn�#r�tr#inn �rrnti# Permission is hereby granted................. ------- S-..................................................................... to Construct ( ) or Repair ( van Individual Sewage Disposal System atNo....!.�t6D ....................... ^ 5 t C'c� t�' '... ............. ---------------------(-�---------------------------------•-------------•--•-•-•-..... as shown on the application for Disposal Works Construction Permit Street No. ��-jL_�,�) Dated...... .----1,c,/4 a�............. ............................terse_ �s------ ----------------•------------•--------------- Board of Health DATE................. �1..: FORM 36508 HOBBS 6 WARREN.INC..PUBLISHERS TOWN OF BARNSTABLE LOCATION I yL2 I l f3 r� S� SEWAGE # �a U VIL -AGE ASSESSOR'S MAP& LOT' C) 1�7. O l 3 IN NAME&PHONE NO. ��(0.00.`\.sTer ' LlAE', SEPnC TANK CAPACITY B `xaa ' LXACHING FACELITY: (type) /TC 33c� (size) 3= NO,OF BEDROOMS BUILDER OR OWNER / i/9It / PERMTTDATEI- COMPLIANCE DATE: l - Jy r 97 Separation Distance Between the: Maximum Adjusted Groundwater Table and 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::6f Wetland and Leaching Facility(If any wetlands exist ::within 300 feet of leaching facility) Feet Furnished by E17 xogi -G �' MARYANNTHOMPSON ARCHITECTS 741 MT AUBURN ST t WATERTOWN,MA.02742 T.617.744.5187 _ F.617.491.3844 o.aa„a,w.>aa�N REVI ' CHECKED BY: INITIALS PROTECT MANAGER N ARC MF o`t' 2 6 7 7.5 9 10.5 11 t2 R OWN JMECT OWNER JM+KC 3 I \ I o \20 / // / \ \ / — — — — I — — 12'SONOTUBE FOOTING A y co \ \ MECH/STOR 008a / / \\ y ff / — LLI MECMISTOR w a 1 007 1 N — \ CLO ET GUE TH SEE 7.03 SE I 03/ --- I A7. / EXPOSED STEEL COLUMN I I SHELVI VSTEM BV OWNER C ) 4Q 005 SEE A7.03 // t STRUCTURAL: \\ BENCH BY OWNER ) ROOME&GUARRACINO UC T S 48 GROVE 48 ROVE MA Li0144 P4(617)628-1700 MECHANICAL: OLSEN ftUMBING&!EATING GUEST BED I 357 HOKUM ROCK fiD \\\ \ \\ \ \ ® I 1 DENNIS.\+17 WALL TYPE LEGEND' EE A7.02 P:(508)3M85 A 50229603 8 m2X6 WOOD STUD WALL WITH I f I I LAN ING I \ INTERIOR FINISH AS SPECIFIED. \ \ �J II SEE 7.02 n STRUCTURAL SHEAR WALL.2X6 I I I CONTRACTOR: STUD WALL WITH 1/2'SHEATHING ON ONE SIDE.SEE STRUCTURAL \ \ 4.5 I I 002D 002c I I OWGS FOR MORE INFORMATION. ` Ot 2X8 WOOD STUD WALL.OR \\ \ 10.00 STAGGERED 2X4 STUD WALL FOR \\ MECHANICAL CAVITY.INTERIOR \\ �\ FINISH AS SPECIFIED. \ \ \I \ I +ts `` CURRENT ISSUE: \ -UNLESS OTHERWISE NOTED BY A SPECIFIC \ � \ WALL TAG ABOVE,ALL INTERIOR WALLS TO \ BE 2X4 WOOD STUD WALLS WRH INTERIOR ——--— / 041AS 02 I SET GATE \ `—— 5.5 I BALCO ABOVE BID SET 08.13.207 FINISH AS SCHEDULE. ) I I I S ONE CLAD RETAINING WALy, I I / I I ALIGNWITH AND TIE INTO EXISTING I -ALIGN ALL FINISHES AT EACH WALL UNLESS ` / I WALL STONE ON ALL EXPOSE +20 OTHERWISE'NOTED. � \\ SURFAC /— •15 —� — — — — — / -SEE WALL SECTIONS FOR MORE ��` �.------� ��` / r --------�---- --- INFORMATION ON ALL EXTERIOR WALLS ^ \ _ +19 / / 'PT COLUMN.TO S IPPO / — ___ COVERED BALCONY ABOVE\ \ / +14 \ — \\ / I I \\ \/ DRAWING TITLE: — / EXIST NG STONE WALL AND STAI N8 'TO BE RETAINE ---- BASEMENT p s-----1tr-------� �201 � I I .v FLOOR PLAN BASiMtNT-F_LOOR PLAN— \ - 6 j B 9 �p 1r 12 /,, _16 - I MARYANNTHOMPSON ARCHITECTS \ 1 741 NIT AUBURN ST 1 \ 1 WATERTOWN•MA.02742 \ 1 T.617.744.5187 \ 1 \ F.617.491.3844 REVIEW: g \ \ \ \ CHECKED BY: INDMLS \ \ \/ MCHII CMANAGFA N . /\\ \ \ off' 2 \\ 6 7 T 9 \ ,0.5 11 12 \ / \\ / \ \ \6 \oa� \\\ \ OWNER JM+KL 3 n / \\\ I 0,JP72.00 /I I \ I \ °`? / 11 \ 4 a 0 � Lo / 1 D \\ MASTER BEDROOM \ / HIS BATH / \\ "/ 1 Lu m \ SEE A7.15 SEE A7.17 V \ \ 1 o 71-; - - L - — — — — — — — — O = 0NISCLOSET I I I I I = U 108 111 112 SEE A7.17 STAR \\ \ J 103 102 101 101 100 I O cm I,—: \ / STAIR /-\ LL SOA 7.13 — — — — — 1 B I � PLLN C �L ItlN TER SEE A7.04 HALL L KRCOHEN \ SEE 7.04/ M Co/ \ \ I .,, \ SEE A7. 1 H I WA DBL OVIII I I f07 I ttt / \ \ HER BATH \\ \ ` ❑ \ 7pS � PWD RM \\\ \ \ SEEA7.16 ,O4 I / 103 \ ISEEOA7.73 I ON I I I HALL 1 \ HER CLOSET ,03 \ \ 707 SEE A7.16 / \S 12 a I 4Q — \ TV ROOM I \I A __ _———— STRUCTURAL: FIO—A / \ \\ ROOME d GUARRACINO LLC SEE 7.13 \ I \ 48 GROVE ST OZ .01 SOMERVILLE.MA 02144 \\\ \\\ \\ \ \ \108 \\\ `\ // / I GREA ROOM \ \'// P:(617)628-1700 S ]EE 7. I MECHANICAL OLSEN ftUM81NG d HEATING \ / 110\\ 357 HOKUM ROCK RD \\ \\\ \ WALL TYPE LEGEND: DENNIS 02638 \ \ \\ P:(SOB)3855290 \\ 2X6 WOOD STUD WALL WITHFil \ \ \ \ v� \\ INTERIOR FINISH AS SPECIFIED. 1\\ \ \ 109 CONTRACTOR: M STRUCTURAL SHEAR WALL.2X6 STUD WALL WITH 1/2"SHEATHING \ \ \ \\ ON ONE SIDE.SEE STRUCTURAL DWGS FOR MORE INFORMATION. ` 02 \ — — — — — \ \ 10.00 3 \ \\ \ 2X8 WOOD STUD WALL,OR \ \�� / \` \\ v STAGGERED 2X4 STUD WALL FOR MFCHANNIL&L CAVITY.INTFRIOR FINISH AS SPECIFIED. \ / \ -UNLESS OTHERWISE NOTED BYA SPECIFIC \ \\ \ S.5 CURRENT ISSUE: \ WALL TAG ABOVE.ALL INTERIOR WALLS TO BAL \\ BE 2X4 WOOD STUD WALLS WITH INTERIOR \— _—_— // ONY I —— SET GATE FINISH AS SCHEDULE. ——— BIO SET 08.13.207 ALIGN ALL FINISHES AT EACH WALL UNLESS OTHERWISE NOTED. / -SEE WALL SECTIONS FOR MORE _ _ \ —— INFORMATION ON ALL EXTERIOR WALLS \ / ——— I —— DRAWING TITLE: � \ FIRST FLOOR PLAN 9 FIRST OLLDQR PLAN \, J 6 g B �D ,r ,2 ' \ / \ ------- Al .01 1 \ \ I \ \ MARYANNTHOMPSON ARCHITECTS \ � 1 741 MT AUBURN ST \ ' WATERTOWN,MA.02742 T.617.744.5187 F.617.491.3844 \ \ \ \ REVIEW: CHECKED\ \ PROJECT INITIALS ory \ \ I ARCHITECT MANAGER JV ARCHITECT Mf OWNER JM+NC `Z 1 WALL PROJECTION, ABOVE.SEE 4IA5.01 i In / W N 0 \ OPEN T ELOW Z 01 HII I,11114111 O U \ \ STAIR106 y LLJ F W cc UNFINISHED \ WALL CANTS STORAGE \ BELOW TO MEET M N \ CEILING I M to LANDION \ \ 220NG I / 1 \ 20/ SEEW.001 4 e \ \ STUDY\ \ \ \ SEE A7.18 \\ — — — — — — — OPEN ELOW E— — — — — — 'la STRUCTURAL: ROOME 8 GUARRACINO LLC SOMERVILLE.MA 02144 P:(617)628-1700 MECHANICAL: OLSEN PLUMBING B HEATING 357 HOKUM ROCK RD DENNIS,MA 02638 P:(508)385-5290 CONTRACTOR: 03 S�RRENT ISSUE: DATE BI08ET 08.13.20/ ix DRAWING TITLE: Ol ovA2.01 \ / SECOND FLOOR PLAN L�O SEC16W-ER PLAN \ \ \ , -A1 .02 4 I BUFFER ZONE CALCULATIONS: ZONE:RF Existing -50': BLD = 1,165 sf Area (min.) 43,560 SF Fronts e (min) 150' DRIVE = 490 sf Width (min) TOTAL = 1,655 sf � Setbacks: - s R Fron t 30 . . 50-100' BLD = 0 sf ^fr: DRIVE = 2 005 sf Side 15 k / � 9.0o Rear 15' TOTAL = 2,005 sf i Proposed O d- 0-50'.- BLD = 3'170 sf ` DRIVE _ 22 sf '� \ 10.7' TOTAL 3,192 sf (+1,537 sf) V Approved .j500 Gallon 5.0' 50-100': BLD = 96 + 491 = 587 sf tic Tank DRIVE = 1,710 sf St ne Field TOTAL = Z297 sf (+292 sf) \ ` • all on 12.8' + Mitigation Required = 1,537 x _4 + 292 x 3 = 7,024 sf LOCATION MAP: Mitigation Provided = 1,000 sf \ 1"=2,000f' \ Proposed Vent In Lieu Fee Required = 6,024 sf x $3.50 $21,084 \ . 1_ 11.0' with or coal Filter \\ -_ 100_Buffe� ASSESSORS REF.: \\ Pro' Map 017, Parcel 013� D-Box OVERLAY DISTRICT: AP - Aquifer Protection District \ Proposed 1500 SepcGTal I O nk on REFERENCES: Plan: LCP 18041-0 DIRECTIONS: 0'` c From Hyannis - Follow Main Street to the West w . . En Taked Rotary;' second exit onto West Main ' _ Proposed Septic Detail Plan View o Street. Turn .left onto Rt. 28 and continue to Scaler" 10' Cotuit. Turn left onto Putnam Ave. and left onto Main st. Cotuit. #1462 is on the left. FLOOD ZONE: fib\ Zones VE Elev. 16, VE Elev. 14, v & X (Min. Flood Hazard) g� #250001 0752 J July 16, 2014 2 � ' Maio, 1\ Street APPR�vI=v VARIANCE ` .� `��11532 SEPTiG TANK 5787 Edge of Pave s.°o . Town -0f Barnstable Chapter 360-1 R=3 E ® { Setback to Coastal Bank 100' Bu �ffer-'7- 66' DESIGN DATA 07 - 100, Required to Tank PROPO ED \ 80' Provided to Tank 1009 Reserve `,`-� 3 BED OOM \ / Single Family \ SEP -3 Bedroom Q 110 GPD No Garbage Grinder 310 CMR 15.221 (7) - Counter Variance Approved l TotalDailyF1ow=330GPD Depth to SAS Use a 1500 Gal Septic Tank p Required 3' \ \ LEACTMVG AREA Proposed <6' with Vent and H-20 ?ice I \ nQ \ - - \ f00 Bu fer 330 GPD/0.74(LTAR)=446 SF Required \ \ \ \ Sidewall=2(12.83'+2552'=151.3 SF ' t- _ --.-. Bottom Area=(12.83'x 257=320.7 SF \ ) EVISED ~` Total Provided-472.0 SF(349.3 GPD) O �I 1 TAW LEACIMVG CHAMBER DESIGN \ -2 Existing,Sep tic•-' All Pipes to be Schedule 40. Use \ Approx.=Locatioin 2-500 Gal.Leaching Chambers in a 9\ fe l \ per tie card 12.83'x 25'Double Washed n�f �'I _ 0'! Permit-#95-828 Stone Field as Shown Victoria Hope , p \ Wesson �\ \ \ \\ \ Brush J-25- Shed 50' Bt ffer N ECLT n�f N l r �j D i \ POSE w • LLS oR I Jim P. Manzi Tr. Et Al SEPTIC NOTES \ o� �ONST CTI01�1� RU OFF S o 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hour: 00 \ Law > E Prior to Any Excavation For This Project the Contractor Shall Make C14 _ the Required Notification to Dig Safe(1-888-344-7233)and contact Sullivan Engineering&Consulting Inc.(508-428-3344). B_qn 2.The Contractor is Required to Secure Appropriate Permits From Town 4/7. i �. 4 - - Agencies For Construction Defined by This Play F .' t-. 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall �M `BrTish C) Be Constructed of Class 150 Pressure Pape and Shall be Water Tested to VE f q Zp _zo 70 � Assure Watertightness<In Gen Weer•Lmes Shall be Constructed in CFv 14n� �~ \ `' • \ ` // r \ �`�� Coordination With COMM Water,and Shall be in Accordance � .,` .� �\ \ ..._, � 22� -., •••. With 248 CAR 1.00-7.00&310 CAM 15.00. ......... :. 4.A Minimum of 9"of Cover is Required for All Components. 5.All Structures Buried Three Feet or Mom or Subject to Vehicular Traffic to be H-20 Loading.It is the Engineer's Recommendation that H-20 Always be Used 6.Install Watertight Risers and Covers Over Septic Tank Inlet and Outlet;D-Box,and One Leaching Chamber.All covers are _Brush to be maximum 18"for concrete or 24"Cast Iron.Covers in Pavement `� •-- -- - •„_ - -•.. -..._ .14_,_, ,...• Shall Be To Grade. Covets in Non Paved Driveway Areas Shall Be To Within 2-3"of Grade. Covers in Landscaped Areas tone-Revetment- - -- --- - �- -�" - ._, _ �,. -- _ '`` � -'' X Mina. Flood Hazard) Shall Be To Within 6"of Grade. -----_-�- - -,� c_ _ -�` - -L� FEMA Zone 7.Septic system to be Installed in Accordance With 310 CM 15.00& - - - -- - `- - - " �W - - - - r VE ELEV. 16' 248 CAR 1.00-7.00 Latest Revision and the Town ofBarnstable - - _ - � __ - _ - ELEV• 14 e / \ -- -t_'==s==� - Board ofHealth Regulations. A.Z% /�4 �" 8.All Piping to be Sch.40 PVC. F% 7��6` APPROX. 1,000 SF / 9.D-Box Shall Have a Minimum Inside Dimension of 12;and a Minimum Benchmark: 6 of INVASIVE REMOVALS '� Sum of 6". / Effe VEvE�Ev 16 & REST N w,l� \ , Top of CB/dh (fnd) p T(Q / EI e v.=19.08' (NAVD 88) 10.The separation Distance Between the Septic Tank Inlets and / NA TI VE SHRUBS Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend Lot 7 IN CONSULTATION W/ F a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" CONSERVATION STAFF Lot Area \ / Below the Flow Line,and Shall be Equipped With it Gas Baffle. 18,192f to Top of Bank Dune 67,700tsf Total Dune Overall Plan View Scaled"=20' Finish Grade 3' Max. 9,. Min Compacted Fill Filter Fabric And/Or 1/8" - 112" Pea Stone 3' H-20 3/4., - 1 1/2" LEACHING Double washed CHAMBER Stone PERC TEST. 19 27 4' - 10' -►, PERFORMED BY:CHARLES ROWLAND,PE- SULLIVAN ENGINEERING �-.--- 12' - 10" &CONSULTING,INC. SOIL EVALUATOR NO.13586 WITNESSED BY.DAVID STANTON,R.S.-TOWN OF BARNSTABLE CROSS SECTION OF CHAMBER SITE P 8,2019 .SITE PASSED NOT TO SCALE TEST HOLE- 1 EL.25.0 TEST HOLE-2 EL.25.0 . _.......... ..F11 L.:.:......:........ FILL.'. . ...................I......... ... ........ 6 .........C1BP.SEAL DRIVEWAY. 24.5 6 .........'.CH SEAL DRNE.WAY....::.. 24.5 A/E LAYER.IOYR........... ... .......... A/ELAY..... R...... ....... . VFRYDARK:GRAi�ISHBROWi�! VERYDARK.GRAYISHBROWN 12" . :..:SAND.Y.LOAM:r......... 24.0 12" ' SAND.YLOAM........_... 24.0 Bw LAYER 10YR bf8.,..... ...: •..Bw LAYER.IOYR 6/8.:. 000.1 NISX.: LOGY: •:)9R0WV$T:C:3' L :4W Proposed 22"................ ...40 M�'$AM 23.2 22" .:::LOAMYSAND..... ......: 232 F.F. El. 27.00 To Be Confirmed Proposed Vent P CTEST CLAYER lOYR 7/3 with Char coal Filter 25 GALLONS GONE IN 10 A11N. VERYPALEBROWN Prior to Construction t To be Located in coordinated with Owner PERO RATE<2MIl�i/IIiT(LTAR=6.74) 132 M-FINE 14.0 See Note 6 ( yp•) Pipe to be Pitched to Field as to not 22" C LAYER 10YR7/3 23.2 NOGROVNDWA TER ENCOUNTERED F.G. EL. 25.00* - *Final Foundation GradingTo Be F.G. EL. 27.00 create Vapor Lock in Pipe VERYPALEBROWN Coordinate With Landscape Plan 132 M-FINE SAND 114.0 2$Pi fc NO GROUNDWATER ENCOUNTERED h Min. Flow Equilizers EL. 23.5 //'- As Required Installer To 1500 Gallon 1 o Pitch Min. •.Con firm Prior EL. Septic Tank EL. 21.75 19,'Pitch Tot? EL. 22.44 " To Any Work. in. H-20 Required H-20 (See Note 5) D-Box EL. 21.54 21.44 H-20 Leaching To Be Installed On Chamber LEGEND" _fo e ,ompacted dose Bat. EL, 19.44 ZNOFM4S Bedding,,.T..s CDT Cedar Tree k� S yL 9c ;1 f l :aui'it:ete�: ffiern'tzW eInspection Port, EC ' e: , d HT Holly Tree JOHN C. yG �, & Baffels All :C}rrslritdt�fe Sti115:;Wr'th�n 5 of �r `� a DT Deciduous Tree o as Per Title 5 3h .:Outer:;f?eNM:0t r of he:;Sysf �r 01Vu ........... 48i68 EL. 14.0 CT Coniferous Tree No Groundwater SS/Ohs, N�� ' Per Test Hole 1&2 - �� Utility Pole DEVELOPED PROFILE OF SYSTEM J EL. 2 , -E- Electric �+��++ Groundwater -G- Gas� NOT TO SCALE Per T.O.B. Standard Wetland Flag Update Note 6 - Per B.O.H. 04 07 21 Light Post Relocate Septic Tank - BOH Variance Required 03105121 El CB/DH Adjust Dwelling Landward, Delete Garage, OHW- Overhead Wires Modify Drive, Propose Patios 1212 19 - 25- - Elevation Contour REV. Add Septic Notes & Plan format 8 26 19 REV. Add Restoration Ad'ust InLieu Fee Per ConCom 01119119 TITLE: PREPARED BY.. PREPARED FOR: NOTES. Site Plan 1) The property line information shown was compiled from available record information.Proposed Improvements Enginecrin' & _ 9 2) The topographic information was obtained from an on the ground survey performed on or between September 26, Rl AtConsulting,UIvaInc. Slow Marsh One Nominee Trust 2002 and ocotber 20, 2017 A�+ 3) The datum used is NAVD '88. Bench mark used is from 1462 Main Street (508)428-3344•P.O. Box 659.711 Main Street,Ostervilie, MA 02655 Cape Sury plan of 1446 Main Street. Datum shifted from secs@sullivanengin.com•www.sullivanengin.com NGVD to NAVD using -0.87 adjustment. � Bamstable (COtuit) Mass. 4) Plan is for permitting only and not to be used for 10 -Detail View 0 5 10 20 40 deed description or recording purposes. Field: WHKCTR JOD j Draft: CTR / / 20-Plan View 0 10 20 40 80 DATE SCALE. Review: CTR/JOD Comp./Review: CTR/JOD December 20, 2018 1'=20r Project: Manzi Project#. 220050 - I BUFFER ZONE CALCULATIONS: } ZONE. Existing RF ,*• 0-50': BLD = 1,165 sf Area (min.) 43,560 SF .. DRIVE = 490 sf Frontage (min) 150' TOTAL = 1,655 sf Width (min) Setbacks: 50-100' BLD = 0 sf Front 30' DRIVE = 2 005 sf l f Side 15' � TOTAL = 2,005 sf 1 9.00Rear 15' { S66' 07' 40 s ,, Proposed \ d- DRIVE0-50' BLD = 3,170 sf �= 22 sf 10.7' z . • �6i TOTAL = 3,192 sf (+1,537 sf) \\ Approved 4500 Gallon 25.0' 50-100: BLD = 96 + 491 = 587 sf tic Tank s u f \ DRIVE = 1 710 sf T\' r Stone Field TOTAL = 2,297 sf (+292 sf) '. 6 allon Chamber 5 (� 12.8' Mitigation Required = 1,537"x 4 + 292 x 3 = 7,024 sf Mitigation Provided = 1,000 sf LOCA TION MAP 1"=2,000±' \ Proposed Vent In Lieu Fee Required = 6,024 sf x $3.50 $21,084 11.0, with Char coal Filter 100' Buffer ASSESSORS REF.: \ Map 017, Parcel 013 \� Pro -] '^ D-Box - 26- -- -- �_ OVERLAY DISTRICT. Proposed AP - Aquifer Protection District \' 1500 Gallon I \ O Septic Tank REFERENCES: Plan: LCP 18041-D oc DIRECTIONS: From -,Hyannis -- Follow.Main Street to the West Proposed Septic Detail Plan View End Rotary, Take second exit onto West Main y e Street. Turn left onto Rt. 28 and continue to Scaled"= 10, Cotuit. Turn left onto Putnam Ave. and left onto Main st. Cotuit. #1462 is on the left. FLOOD ZONE: cb / Zones VE Elev. 16, VE Elev. 14, & X (Min. Flood Hazard) #250001 0752 J July 16, 2014 I 046reet _27 YAR)ANCE APPROVED ....._ w 2 SEP71C� TANK 2' R5787 Edge of Pave 9.00 Town Of Barnstable Chapter 360 1 100'Buffer . ' Setback to Coastal Bank -� PROF o ED�� --- DESIGNDATA 100' Required to Tank `�� 100% Reserve \ 3 BED OOM ~ \ Single Family 80' Provided to Tank 3 Bedroom Q 110 GPD \ No Garbage Grinder 310 CMR 15.221 (7) - Counter Variance Approved 0 TotslDai1yFlow=330GPD Depth to SAS \ Use a 1500 Gal Septic TankRequired , LEACIMVG AREA Proposed<6' with Vent and H-20 _ 0' Bu far 330 GPD f 0.74(LTAR)=446 SF Required \ \ 00 \ \ Sidewall=2(12.83'+2552'=151.3 SF I \\ O ' -- .�•�- -._. Bottom Area=(1Z.83'x25�=320.7SF ?p 1 PROPOSED I Total Provided=472.0 SF(349.3 GPD) O SEPTIC_TA NK LEACMVG CHAMBER DESIGN - \ -2 Existing:Sep tic All Pipes to be Schedule 40. Use fe ' \ Approx. :Location 2-500 Gal.Leaching Chambers in a n/f ~ ,I \ per tie card.- Permit:#9c ad2 12.83'x25'DoubleWashed Victoria Hope ti Q ` .0 _ I Stone Field as Shown. Wesson 8\ \ \ I� Brush Shed \ N \ so\o' LLC \ D POSE w • p LLS OR I a Jim P. Manzi Tr. Et Al QNST CT1Ok,_ RU oFF SEPTIC NOTES \ \ Low ,!\ \ " O °p o i 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours Prior to Any Excavation For This Project the Contractor Shall Make =�►t���, \ : . ''• •. "• N �� the Required Notification to Dig Safe(1-888-344-7233)and contact T°.F� \ -- '` ---"'_ - Sullivan Engineering&Consulting Inc.(508-428-3344). , d^ 2k` 2.The Contractor is Required to Secure Appropriate Permits From Town T, �� ` - `� Agencies For Construction Defined by This Plan FF Ff000' / \ � `� _ J I \ ...... r 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall Ho?o �; �Br'psh _ n l� Z l `� ` Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to �FV0nc° O� F1 Assure Watertightness. In General,Water Lines Shall be Constructed in F / Coordination with COMM Water,and Shall be in accordance With 248 CMR 1.00-7.00&310 CMR 15.00. - -•...: •..... 4.A Minimum of9"of Cover is Required for All Components. 5.All Structures Buried Three Feet or More or Subject to Vehicular Traffic to be H-20 Loading.It is the Engineer's 05- Recommendation that H-20 Always be Used 6.Install Watertight Risers and Covers to Within 6"ofFinished Grads \ Brush \ - �" Over Septic Tank Inlet and Outlet,D-Box,and One Leaching Chamber. \ All covers are to be maximum 18"for concrete or 24"Cast Iron.- '� -- �-•14--- _ _,•_ !•, 7.Septic System to be Installed in Accordance With 310 CMR 15.00 tit 248 CAR 1.00-7.00 Latest Revision and the Town ofBarnstable tone-Revetment-_- �- r^ �," - -- - ` i X in. Flood ) BoardofHedthRegulations. .. Hazard _ -_ FEMA Zone 8.All Piping to be sch•40 PVC. V 14 / ------ - _ - _ '- - -- VE ELEV. 16' Inside Dimension of 12",and a Minimum r - - 9.D-Box Shall Have a Minimum VE ELE Z� ¢ �` _"�_ 5--�, Sump of 6". F j 6�� "`�+` --- j 10.The Separation Distance Between the Septic Tank Inlets and APPROX. 1,000 SF E f{,,tige /16 OF INVASIVE REMOVALS Benchmark: Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend To o f CB dh fn d a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" i' VE & RE77 vE s LR�a W� p ( ) Below the Flow Line,and Shall be With a Gas Baffle. i' NATIVE SHRt?es.,,� � / Elev.=19.08' (NAVD 88) �1�pped Lot 7 IN CONSULTATION W/ I / Lot Area CONSERVATION STAFF 18,192t to Top of Bank Dune 67,700tsf Total Dune Overall Plan View Scale 1"=20' Finish Grade UN 3' Max. .. _ 9 Min Compacted Fill Filter Fabric And/or 2" 1/8» - 1/2» Pea Stone 3' H-20 3/4 1 112„ LEACHING Double washed CHAMBER Stone PERC TEST. 19-27 ram' 4' 10' PERFORMED BY:CHARLES ROWLAND,PE- SULLIVAN ENGINEERING f� 12' - 10 &CONSULTING,INC. - "- 1 SOIL EVALUATOR NO.13586 CROSS SECTION OF WITNESSED BY:DAVID STANTON,R.S.-TOWNOFBARNSTABLE CHAMBER AUGUST 8,2019 SITE PASSED NOT TO SCALE TEST HOLE- 1 U.25.0 TEST HOLE-2 EL.25.0 .................... .... .. . ... . TEL :............... ..................FiIL..... ........ ... .. 6 CHIRSEALDRIVEWAY.•.•.•. 24.5 6 CI�'.SE.ALDRTirEWAY.......: 24.5 A/E LA.YER.20YR 3f2.4, VERYDARK.GR:4i`ISHBRQWi�I.,. .-...VERYDARIC:GRAYISHBROWN.•.. _ .......... .......... ... SANDY:LOAM........ .... 24.0 12 12" ........ . .. ".'.'.'.'.'.'..'...'. .SANDY.IQAM.'..'.'.".'.'..'.'.' 24.0 BwLAYER 10YR Proposed 13R4 cVN SI :'F LAW:::;:::: R0'c�tSH'Y. . OW F.F. El. 27.00 22" .....:. LOAMYSAND 23.2 22"............ .LOAMYSA ......... 23.2 To Be Confirmed Proposed Vent PERC TEST C LAYER 10YR 713 Prior to Construction with Char coal Filter 25 GALLONS GONE IN1OMW. VERYPALEBROWN See Note 6 (typ.) To be Located in coordinated with Owner PERC RATE<2MINf1N(LTAR=0.74) 132 M-FH0SAND 14.0 F.G. EL 25.00* - *Final Foundation Gradin To Be F.G. EL. 27.00 Pipe to be Pitched to Field as to not 22" C LAYER 10YR 713 23.2 NO GROUNDWATER ENCOUNTERED Coordinated With Landscape Plan create Vapor Lock in Pipe VERYPALEBROWN 29,•Pitc 132' M-FINO GROUNDWATER�f ENCOUNTERED 14.0 h Min. Flow Equilizers EL. 23.5 _As Required Installer To 1% Pitch Min. Confirm Prior EL. 1500 Gallon IF To Any Work Septic Tank EL. 21,75 19, Pitch Min. Top EL. 22.44 H-20 Required H-20 (See Note 5) D-Box EL. 21.54 1.44 H-20 Leaching LEGEND. To Be Installed On-I Chamber 0 e ompacted Base _ B t. EL. 19.44 Bedding,„T»s . .: :t::: : :: ........ . . .:: :a :; :::; :: :; :.::;:::: :: • CDT Cedar Tree . O Inspection Port, .. ;:1f: EFcalilfed Rerrtave..&..Rpaee & Baffels All Ur�surtable SDI1S .1tVi:thi''ri. 5' Uf HT Holly Tree tHMq as Per Title 5 3he Or�ter::Prirpet�r:Rf :Tk? :.:Syfm: ' 4Cy .............. DT Deciduous Tree EL. 14.0 CT Coniferous Tree rCIVIL No Groundwater 48168 Per Test Hole 1&2 DEVELOPED PROFILE OF SYSTEM EL. 2 Utility Pale GIs VW -E- ``� ci`,`� Electric Groundwater -G- Gas . . NOT TO SCALE Per T.O.B. standard g • Wetlond Fla Relocate Septic Tank - BOH Variance Required 0,3105121 Post El Light ight Adjust Dwelling Landward, Delete Garage, ModifyDrive, Propose Patios 12123119 oHw- Overhead wires REV. I Add Septic Notes & Plan format 8126119 - -25-- Elevation Contour REV. I Add Restoration Ad•ust InLieu Fee Per ConCom 01 19 19 T/TLE: PREPARED BY. PREPARED - OR: NOTES: Site Plan 1) The property line information shown was compiled from Enginecring available record information.Proposed Improvements 2) . The topographic information was obtained from an on 1,� AtColasulting, UlVann Slow Marsh One Nominee Trust the ground survey performed on or between September 26, �Inc. 2002 and Ocotber 20, 2017 --it�� A Ae1n Stre e t 3) The datum used is NAVD '88. Bench mark used is from `i' ��/� (508)428-3344•P.O. Box 659.711 Main Street,Osterville, MA 02655 Cope Sury plan of 1446 Main Street. Datum shifted from Barnstable COtult Mass. seci@sullivanengin.com•www.suilivanongin.com NGVD to NAVD using -0.87 adjustment. 4) Plan is for permitting only and not to be used for 10 Detail View 0 5 10 20 40 deed description or recording Draft: CTR Field WHKICTRIJOD 20-Plan View 0 10 20 40 80 P g .j DATE: SCALE: Review: CTR/JOD Comp./Review: CTR/JOD December 20, 2018 1"=20' Project: Manzi Project#: 220050