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HomeMy WebLinkAbout0127 AUDREYS LANE - Health �-,.r .., TOWN OF BA.RNSTABLE LOCATION �� SE AGE # �� VILLAGE 1 a ;5 ASSESSOR'S MAP & LOT 2:� INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY l Jvzl G sS LEACHING FACII.ITY: (type) 60 �1�' size) NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: elL 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) f`�� Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leachingjacility) Feet Furnished by �l1`rl�I 4pl�G"�1��,__ �r�� n o I V/0$ r s a Fee . THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zipplicatiou for Migponl 6pgtem Cougtruction Permit Application for a Permit to Construct( )Repair(,/Upgrade( )Abandon( ) EJ Complete System LLJ'Individual Components Location Address or Lot No. Ay cl-t_•3 L Q iiQ Owner's Name,Address and Tel.No. e-fl-RcY 1U , C4R➢61m7-9R Assessor's Map/Parcel C Q , 1` I /,�7 A u is R r Y 5 L R N C R S a vAVS -41,L&S M A --ct� G Installer's Name,Ajdress,and Tel.No. �����4� Designer's Name,Address and Tel. . Type of Building: Dwelling No.of Bedrooms Lot Size O sq. ft. Garbage Grinder( ) Other Type of Building uto No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 3 ® gallons. Plan Date 14 Number of sheets pZ Revision Date /G _ /- 9 9 Title 2 " -2$' g 9 Size of Septic Tank !O ® 0 QQ/.S Type of S.A.S. -2 - S'00o4,1 cleat« ob2r5 Description of Soil da a,I a S' rPyc� Nature of Repairs or Alterations p(Answer when applicable) up 4 ra J& rj® k 0 e h oe 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 t1V Environryntal Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Ad Heal Signed Date Application Approved by c Date Application Disapproved for the following reasons Permit No. 7 Date Issued l , Z 1 TOWN OF BARNSTABLE i LOCATION 1�-7 SEWAGE # �/ I G'�- 9 VILLAGE ASSESSOR'S MAP & LOT0�8 INSTALLER'S NAME&PHONE NO. . loxzx1 SEPTIC TANK CAPACITY g LEACHING FACILITY: (type) 2 L 1 size) )( 1C 2 ! NO. OF BEDROOMS ! BUILDER OR OWNER -4 ,Dd APERMITDATE: Z G�} COMPLIANCE DATE: G� C9& Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and LeachingFacility ty (If any wells exist i on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300.feet of leachingjacility) Feet Furnished by -7YU�j-�j�� .1 ZI- O OI rA i U J �L i E i . - No. 'G F .- I ti �F Fee THE COMMONWEALTH OF MASSACHUSETTS W Entered in computer: 7PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Yes 2pprication for �Dizposml *pgtem Construction Vermit Application for a Permit to Construct( )Repair(/Upgrade( ')Abandon( ) []complete System M'Individual Components Location Address or Lot No. Q_ od. Owner's Name,Address and Tel.No.-2 F/y— 5—,e r r 4 - Y A) , C A(?P t-- 7- _ Assessor's Map/Parcel /"t / i�> A✓3 R C Y 5 L A N r. ASiaN M 1CLS M A v�la�� Installer's Name, ddress,jand Tel.No. �G Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms 3 11 of Size 2 0 00 U sq.ft. Garbage Grinder( ) Other Type of Building uT+ No. of Persons Showers( ) Cafeteria( ) ' Other Fixtures Design Flow 'gallons.per day. Calculated daily.,flow 3` O gallons. Plan ..Date ,(tq . a zows 2 Number of sheets Revision Date /ej Title " " a 9 M w Size of Septic Tank 1060 an/-T Type of S.A.S. e?- 5 00 9 4/ C ft4 n+ h P r Jr Description of Soil ,� ? �� •�„ �' `ovre"�y r Nature of Repairs or Alterations(Answer when applicable) u p 4 r f ' 9 Date last inspected: Agreement: x 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 Environ ntal Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this B d Heal Signed Date Application Approved by C Date Application Disapproved for the following reasons Permit No. /9 —?7R Date Issued Z z --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Comphance THIS IS TO CER t`hat�he On-sit Sewage Dis osal System Constructed( Repaired( )Upgraded( ) Abando e� ( )by t � at ® has been constructed in acco ance ILLS- with the provisions of Title 5 and th for Disposal System Construction Permit No. `� — 7 dated Z' Z Z Installer Designer The issuance of this p t shall not be construed as a guarantee that the sy&-wil l function as V1 neDate Inspector �� D --------------------------------------- No. / !— / Fee �dd THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Ztgaar f aem Conztruction Vertnit Permission is hereby granted to Construct( Re air( )Upgrade( )Abandon( ) System located at / a 7 olrc `--f k17 and as described in the above Application for Disposal System Construction Permit. The applicant recognizes 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 thisze,1mit. Date: "" Approved b. Z p��pTHETpy 1 TOWN OF BARNSTABLE 6 OFFICE OF 9aaa9TlaL ' : BOARD OF HEALTH 7 HAaa � �p s6�MAI 367 .MAIN STREET 'e �`� HYANNIS, MASS. 02601 September 30" 1999 Jeffrey and Mary Jane Carpenter 127 Audrey's Lane Marstons Mills, MA 02648 RE: 127 Audrey's Lane., Marstons Mills A=28-82 Dear Mr. and Mrs. Carpenter: You are granted variances from the State Environmental Code, 310 CMR 15.214, restricting sewace flows to 440 gallons per acre per day in zones of contribution to public water supply wells and a variance from the Board of Health Regulation restricting sewage flows where parcels are located adjacent to homes served by private wells. These variances are granted with the following conditions: (1) No more than three bedrooms total are authorized. Dens, study rooms, finished attics, sleeping lofts, and similar type rooms are considered "bedrooms" according to MA Department of Environmental Protection. (2) The engineered septic system plan shall be revised to show a complete listing of the variances requested. (3) The septic system shall be installed in strict accordance with the revised plan. (4) The applicant shall record a deed restriction at the Barnstable County Registry of Deeds, signed by the home owner, in regards to the maximum number of bedrooms allowed at this property (three bedrooms maximum allowed). carpnter r i ' a (5) The applicant shall submit neatly drawn floor plans of the existing home and proposed addition. (6) The dwelling shall be connected to public water supply when available. These variances are granted because it is the Board's policy to approve three bedrooms on parcels of 18,000 square feet or greater in size. This lot is 20,000 square feet. As a matter of right, without a variance, the owner may maintain or remodel his two (2) bedroom home on this parcel. It is the opinion of the Board that the addition of only one bedroom to this existing two (2) bedroom home in this area should not significantly alter the poor quality of the groundwater in this area. Sincerely yours, gr Susan G. fiisk, R.S. Chairperson Board of Health Town of Barnstable SGR/bcs carpnter � K y2738 P COVENANT I/We, —',9F 'R E V AJ, (names as they appear on the deed) of /az ) A v 29 i Y `S e-,+Al C � 'eg Ate S F ivs /Wr�G5 �20� •Ara D as owners of a certain parcel of land located in .-,-ZNs age c3,9 g,vs,-2,A-nty, Massachusetts: (check and complete one of the following) ----------------------------—-------- ----------------------- -- ------------------------------------------- shown as Lot l 12 on a plan recorded with the Barnstable Registry of Deeds in Book 2?� Page 4 e2 and more fully described in our deed recorded in Book 4?0 3 , Page �� , of the Barnstable Registry of Deeds ------------------------------------------ shown as Lot on Land Subdivision Plan and more fully described in our Certificate of Title Number Or -----------------—------------------------—----------------- =-------------------------------------------- shown on deed to us recorded in the Barnstable Registry of Deeds in Book , Page_______, and further described in Exhibit A attached hereto for the benefit of the TOWN OF 3 A9/y s i4 8 z, G hereby make and declare said parcel subject to the following restrictive covenant and provision: The dwelling located on the above referenced parcel is limited to the use of only h<e e- ( 3 )rooms as bedrooms. WITNESS the execution hereof under seal this eta day of Dec 6--t 43�� 19 17ry. COMMONWEALTH OF MASSACHUSETTS ss. Date: 0-e ce-4 Le t- 2 i G9 of Then personally appeared the above named Je W,-e y N. 66,ee,-1 4e — , who acknowledged the following to be In c5 free act and deed, before me BARNSTABLE COUNTY REGISTRY OF DEEDS — A TRUE COPY,ATTEST 5—;1 13, W���L.y ,Notary Public JOHN F.MEADE,REGISTER SARNSTABLE REGISTRY OF DEEDS r Op1HE Tp� DATE: 9—)ll s O FEE: Cs--10 * BARNSTABLE, y MASS. g qjA 1639. REC. BY Town of Barnstable Board of Health` lopf s 367 Main Street, Hyannis MA 02601 -� �� Office: 508-790-6265 S EP Su G.Rask,R.S. FAX: 508-790-6304 Su n,MhS P.H. j Murphy,M!D VARIANCE REQUEST FORM LOCATION Property Address: je? 7 e/,�/t� �' Y S L i�lV f- Mf�t2 5 i o NS M / G G$ Assessor's Map and Parcel Number: c;2$ Z o? Size of Lot: 4/4 A c re Wetlands Within 300 Ft. Yes Subdivision Name: No Business Name: APPLICANT CONTACT PERSON Name: r Fr Re Y N AIA/Z Y'JAa>E eAOZPfAft. .1 C hi-/It"Y Al. 609R?.61L Z6 e Address: i-1 7 ,4✓2j,4Q c Y 5 14.#V e- rlA/?.Mtu,S Address: 3 g m Phone: (;�-0 kf) V d a - 2 S-d Phone: S/-I kvi FAX: FAX: VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) Aotd;.It n � Or/`aC, *A �Arwt ,/- Y ROCtM -1 347-HerOM eo1'5 ;LNG a /?,PQ/!^oG ..q ;Fa,incA heseis! p_ un • Veo Acre Lo Laeo, j,'o`t •S , k? 9 g r o .?d coo, T e rr- q 4 U •r a - CtOY1 C E✓ r-1 Checklist(to be completed by office staff-person receiving variance request application) Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) 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 variances only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/ieasee only],outside dining variance renewals[same owner/leasee!only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G. Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman, M.S.P.H. REASON FOR DISAPPROVAL Ralph A. Murphy,M.D. Q:/WP/VARIREQ s 75 s f ..'i '� t ; .. � t :. �, li � �� ... `'; • „ ' �� 4 Elp� DATE: .� FEE BARNSTABLE Mass. �$ s63q. ,0�' A>E1639.�A Town of Barnstable REC. BY •� I AT3: Board of Health ' 367 Main Street, Hyannis MA 02601 4n� �999 g`Office: 508-790-6265 1 CJEPSu G.Rask,R.S. FAX: 508-790-6304 Su n,M.S:P,H. 1 Murphy,MS. VARIANCE r VARIANCE REQUEST FORM V LOCATION --- Property Address: 1,2 '] 4 LJ2,')k C j '5 L ij/l/ 4g 5 o rt-IS Assessor's Map and Parcel Number: c;2$ o? Size of Lot: , `16 /1 C r c Wetlands Within 300 Ft. Yes Subdivision Name: No _ Business Name: APPLICANT CONTACT PERSON Name: e rr lZ /V, T /�1A/?Y .iAn:�' C/F22t'0 t i r R,--y Al. eAR?c/6 Address: it 7 4,4 R. M/tes.Address: S'/�R✓1 C^ Phone: (�Ecl ii J Y do r2 S,2 Phone: FAX: FAX: VARIANCE FROM REGULATION(List Res.) REASON FOR VARIANCE(May attach if more space needed) A&c) .I '3 0 d/`o o M ', /t- v KV��� •* i.3�9•�N rPry a, ,"�► iya : P C//'o c. .M A9a 0-7 C A h e/i J�p c7 /-vunCj caa Q � co:-? c e - n . Checklist(to be completed by office staff-person receiving variance request application) Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) 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 variances only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only],outside dining variance renewals(same owner/leasee only),and variances to repair failed sewage disposal systems(only if no expansion to the building proposed)) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G. Rask,R.S., Chairman NOT APPROVED Sumner Kaufman, M.S.P.H. REASON FOR DISAPPROVAL Ralph A. Murphy, M.D. Q:/WP/VARIREQ oFTHero TOWN OF BARNSTABLE P� wy e OFFICE OF B�9T�L BOARD OF HEALTH °°ems 039'D MAI 367 MAIN STREET F a. HYANNIS, MASS. 02601 September 30,' 1999 Jeffrey and Mary Jane Carpenter 127 Audrey's Lane Marstons Mills, MA 02648 RE: 127 Audrey's Lane, Marstons Mills A=28-82 Dear Mr. and Mrs. Carpenter: You are granted variances from the State Environmental Code, 310 CMR 15.214, restricting sewage flows to 440 gallons per acre per day in zones of contribution to public water supply wells and a variance from the Board of Health Regulation restricting sewage flows where parcels are located adjacent to homes served by private wells. These variances are granted with the following conditions: (1) No more than three bedrooms total are authorized. Dens, study rooms, finished attics, sleeping lofts, and similar type rooms are considered "bedrooms" according to MA Department of Environmental Protection. (2) The engineered septic system plan shall be revised to show a complete listing of the variances requested. (3) The septic system shall be installed in strict accordance with the revised plan. (4) The applicant shall record a deed restriction at the Barnstable County Registry of Deeds, signed by the home owner, in regards to the maximum number of bedrooms allowed at this property (three bedrooms maximum allowed). carpnter (5) The applicant shall submit neatly drawn floor plans of the existing home and proposed addition. (6) The dwelling shall be connected to public water supply when available. These variances are granted because it is the Board's policy to approve three bedrooms on parcels of 18,000 square feet or greater in size. This lot is 20,000 square feet. As a matter of right, without a variance, the owner may maintain or remodel his two (2) bedroom home on this parcel. It is the opinion of the Board that the addition of only one bedroom to this existing two (2) bedroom home in this area should not significantly alter the poor quality of the groundwater in this area. Sincerely yours, Susan G. G(sk, R.S. Chairperson Board of Health Town of Barnstable SGR/bcs t carpnter rig ': oa $ (o 1 n, VD——7 5 4 7/0' t 10 I 3/5" y_ B'-Z 5/8" \b \� \� ,/v BATH = _s n 5 12" 9'-10 3/4" 3 1/2" 9'-2 V", P II'-5 I/4" 1 ^ 5 /2" N 1 m CQUMASTER BATH lJ, UIHWH °I m BEDROOM O 61.0 3 4" 5'-4 I/2" El I v cL. P Z CLOSETIn \ CD I DUCTWORK GLOB. R N - C lit < CLABIE ALT.CHASE [) Itl m 1 e (9M Pw A/ ) O nE IcINED(1 O N Z y^a Z U .. 2-I I/2' 00 ABINET - Cl CPS Q Q 1 _ PULL-DOWN (•" "'�Q 7'-5 1/4" ;S S O .AATTIIC STAIR O_ Q v1 I I - i C CL CL O >'2 3 I/2" (B:.4Dwa a/A4) 7n j -I{{' ry L C4 / iv a'-B 1/4" __ _ v Z NEW 3-I/2"0 V N Z 0 - CONC. FILLED O m 3 I/2" ZO ^rJ LALLY COLS ON _D 6'-611 x30"%I211D m t C CONC. PAD FT6.�" 1) BEDROOM 2'-4 1/ MASTER BEDROOM 1 7 NEW PP -' tp < u NiI-. IN EXIST. N FOUND. 1 1 O i�i Di O Ill f1 .....� 6I j HUMP-OUT N V I CL CL O m 1 .., `j... .. .. .. 32'-0" 2'-6" 5'-7 I/4" 7'-5 5/0" 7'-5 5/3" 5'-7 1/4" A EXISTING BASEMENT PLAN va^ . 1'-0° 2'-9 /ee 5'-7 711 G PROPOSED SECOND FLOOR PLAN I. 1-O N T k G R e n � A E%BT cLo9eT DOOR SCHEDULE a BATH O ,; Renovc a%9T.WINDOW DOOR NUMBER TYPE DOOR SIZE ROUGH OPENING AND ADD TWO NEW HARDWARE REMARKS ANDREWPSORGESE,AIA: �_ WINDOWS A I SHOWN 0]'/. OOOR HDGM WDTI HEICNi _ P—'A NEW ©© A E*—DOOR TO aEu.ux vuuE9 v aEs 1 NSLVE r KITCHEN ©© W PRpnDEO er s'-o• e'-e' Woodd9 Hole,MA SOLID LORE a—M—ONIIE DOOR : e• a'e• :. 02593 I s - ' 'P+ � aS O LID DC ORE n n 1`—I—ONI]E DOOR aas-a1 eE DaNED^ NEW o• B'-e• T..SDB 95 f]5 .50915i]iJ) I-0. TD eE DE1 �� 1 . .e-e D aE P.wa a R:-O• s-e• _ FAMILY ROOM NEW DUCT OR ALT,_ -DMWINDTTlE: r DUCT DUCT C'F148e4. .. S-2. POBTB CNASC EXIST. (^� m '� (Bw D C 4/A4 STAIRS O u _ STAIRS LI PROPOSED v ,d POBTe (ANDERS WINDOWS) BASEMENT. DD,a uAa) �. WINDOW SCHEDULE EN m CA C_ f TYPE OTY. DESCRIPTION ROUGH OPENING 1ST&2ND c 9' ..... ..... .. rx a we M/e• .xe 1/.• cL I1E sEENs Rile Dw.wE FLO O DWARE AR PLANS cR r � - e ] EY$TNO wNOpwy]0 RENUN VM ES vNaFS DIWVNB R DEMO EXIBTINO CLOSETS � C a —2,0 a'-e V. ]-1 I/.' eMrtE INCL-ITE SCREENS a SIDE u DW.AE CIIEC DOOR TWRDEIO a'-a ve• I I/.' watE INLL W'nllE PREENS a WNn[WADWME - NEW a ]' DATE, 1..16CE' i POST TNRV TO.—T, -- B P1e.) IeT'. ROOM SCHEDULE --N r OM FINISH SCHE _ o : REMOVe IXIBT,WINDOW f CLOSET DINING ROOM '- a, r AND 4DO TWO NEW I R DOOR �- FLOOR WALLS CEILING REMARKS -- c I WINDOWS 48 SHOWN ROOM MATERIAL NORTH SOUTH EAST WEST MATERIAL 1c RISERS Jv >�.-..1,:1x. „'....,s.. •::o•.-. ,,,:nev>`t _ " ::_r REn.O,V!B%_1.9T.W IN..DOW riLY��VI aau.cWaos Raroor o+auao EoNDueR ,n. ". SNEE _ 62 .._ 02 ODINlAR aoou 5B5-7 1/4" a 52'-3 1/2 WRWDDY Al1, LL c FIRST FLOOR RENOVATtON._.PL'AN WINDOWS AB KNOWN �1NROON n� u �l 114" - 11-0n ._ -..._.._.___._... NOTE: µy WµL MD COUNO PV TER FlNISNES TO BE 54001N ' w 'e ..._.............................: Lt UEI�fOR ITRxtrtrfvG '. r w ° IEJ. W Z m N J N �F N N w wmd O 7 4 f Z ua\ o � ] }Q�e�N o o m ,Wrc u OW J1j -uuII F {l4�-'�ZFF ZWZW J J OKOQ U(L O N J �I.0 m�oL :uL ol� L _ N « 0 300 w a; Lp z N>wu Y J I-z Q 0 U H\ F Na,Tw OzD NO �NQwQ win AOm��j®N WJ 00 z, NNz dFw' U \waNa-.pKy�jK\� ?3-O I-KNZ\ m wn YU w F nzza�w F— �L 3>JN?3-Www 3� _jJ IN\��3 -QQQ xZ p� z m w �zFpp-OW )-K(Lo Q pmy�p Jj U) WQI Q��3N QD_ mK n �N N mOOFQ :-': � (�✓ C l7JWd.WF, 3 WJW]LO l7F\ tlz� NK® r1- wp w w n -1 Of0 C d UdmN�a Q 32M). ummn ueF-�6�NJ �K w- cv DZ �Jom10 U WJ mUv a. Fwma�Km¢1 xEm x' L dd} n.D0.'-�N F �.9Kn�F- 3 1L 1\n17-�®w-\ I 3w N OF N N pJZR'll wa. X pw X ?( pQOQw z(f) Qm W w QJUNK _ I N 33 W p I N T E-G R A9UE A 0 NN U' p Z p zp 0.p N Q w 0 W " . m= i J URA ] Q ANDREW P IIORGESE,AIA w S Km� QO 1 m J p (n 8w 3 .. I� PO B.369 J lu p w w 2 p ^j W N V W d Halc MA] W = J 8 z 02543 mQ W nQ wprc4 VE d Q LL04 O. r,sE vIa s ,s7e isom•�� cv� ku p r Ln 0 Z N m2 0 0 N N I Z z � K \ > - - PROPOSED p 0 ? BUILDING 0. 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Floor I At 'DATE,2J27/2003 11 7/W'BCI 400-le ie--Ocs ill y i FILE:CARPENTER. Plan ViewSHEET: ill 1/7' V4, f v BORTOLOTTI CONSTRUCTION, INC. SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM Address Prop C2,1 Date of Inspec} Map Parcel Owner PART A — CHECKLIST CHECK IF THE FOLLOWING HAVE BEEN DONE: _PUMPING INFORMATION WAS REQUESTED OF THE OWNER,OCCUPANT,AND BOARD OF HEALTH. ✓ NONE OF THE SYSTEM COMPONENTS HAVE BEEN PUMPED FOR AT LEAST TWO WEEKS AND THE SYSTEM HAS BEEN RECEIVING NORMAL FLOW RATES DURING THAT PERIOD. LARGE COLUMES OF WATER HAVE NOT BEEN INTRODUCED INTO THE SYSTEM RECENTLY OR AS PART OF THIS INSPECTION. AS—BUILT PLANS HAVE BEEN OBTAINED AND EXAMINED. NOTE IF THEY ARE NOT AVAILABLE WITH N/A. THE FACILITY OR DWELLING WAS INSPECTED FOR SIGNS OF SEWAGE BACK—UP. THE SITE WAS INSPECTED FOR SIGNS OF BREAKOUT. ALL SYSTEM COMPONENTS,EXCLUDING THE SAS,HAVE BEEN LOCATED ON THE SITE. ___(_/_' THE SEPTIC TANK MANHOLES WERE UNCOVERED,OPENED,AND THE INTERIOR OF THE SEPTIC TANK WAS INSPECTED FOR CONDITION OF BAFFLES OR TEES,MATERIAL OF CONSTRUCTION,DIMENSIONS,DEPTH OF LIQUID,DEPTH OF SLUDGE, DEPTH OF SCUM. THE SIZE AND LOCATION OF THE SAS ON THE SITE HAS BEEN DETERMINED BASED ON EXISTING INFORMATION OR /APPROXIMATED BY NON—INTRUSIVE METHODS. THE FACILITY OWNER(AND OCCUPANTS,IF DIFFERENT FROM OWNER)WERE PROVIDED WITH INFORMATION ON THE PROPER MAINTENANCE OF SSDS. PART B — SYSTEM INFORMATION FLOW CONDITIONS _ RESIDENTIAL I r No of Bedrooms Vi 6t) / No of Current Residents /`� Garbage Grinder Laundry Connected to System —/YO Seasonal Use NON RESIDENTIAL: SCalculated flow _ WATER METER READINGS;IF AVAILABLE: GALLONS Pumping Records and Source of Information: SYSTEM PUMPED AS PART OF INSPECTION? /f� IF YES,VOLUME PUMPED = GALS Reason for Pumping: -_--- -----------_---- ----- —_ -- TYPE OF SYSTEM: , Septic tank/distribution box/soil absorption system Single Cesspool --_-------Overflow Cesspool Privy Shared system (if yes,attach previous inspection records, if any) Other(explain) ---m-am- ----------- -------- -- -------------- ----------— ------- ---- - Approximate a e of all components. Date installed,if known. Source of information. SEWAGE ODORS DETECTED WHEN ARRIVING AT THE SITE? I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B - SYSTEM INFORMATION (Continued) SEPTIC TANK: _ Depth below grade: // Dimensions: �f (D Material of construction: _Concrete Metal FRP Other} Sludge Depth V N Distance from to p)sludge to bottom of outlet tee or baffle Scum Thickness / Distance from Toppf Scum to top of outlet tee or baffle Distance from bottom of Scum to bottom of outlet tee or baffle Comments,ifs 4 /�O q �n CPC o� lS ✓iG %�/� e2over- VA0 oS'� ',--e. rewS Sloc� Aorve m41'a�-e���1c� crs Wow e- DISTRIBUTION BOX: DEPTH OF LIQUID LEVEL ABOVE OUTLET INVERT Comments: B?Kr WO e2V 4)0,'- eve V- PUMP CHAMBER: Pum s in working order? Comments: SOIL ABSORPTION SYSTEM (SAS): IF NOT PRESENT,EXPLAIN: TYPE: QQaallolq Comments: CESSPOOLS: Number and configuration _ Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimension of cesspool Materials of construction Indication of groundwater inflow(cesspool must be pumped) Comments: PRIVY: D Materials of construction Dimensions Depth of solids Comments: I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B — SYSTEM INFORMATION (Continued) SKETCH OF SEWAGE DISPOSAL SYSTEM: INCLUDE TIES TO AT LEAST TWO PERMANENT REFERENCES, LANDMARKS OR BENCHMARKS. LOCATE ALL WELLS WITHIN 100' act 0 ,I DEPTH TO GROUNDWATER: DEPTH TO GROUNDWATER METHOD OF DETERMINATION OR APPROXIMATION: / p f SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C — FAILURE CRITERIA / (Indicate Y—yes N—no ND—not determined.Describe basis of determination.If"not determined",explain why not.) Backup of Sewage into Facility? I\ Discharge or ponding of effluent to the surface of the ground or surface waters? Static liquid level in the districution box above outlet invert? i¢ Liquid depth in cesspool, 6"below invert or available volume, 1/2 day flow? Required pumping 4 times or more in the last year? Number of times pumped _ Septic tank is metal?cracked?structurally unsound?substantial infiltration?substantial exfiltration? tank failure imminent? Is any portion of the SAS,cesspool or privy, below the high groundwater elevation? Within 50 feet of a surface water? Within 100 feet of a surface water supply or tributary to a surface water supply? Within a Zone I of a public well? Within 50 feet of a private water supply well? Within 50 feet of a bordering vegetated wetland or salt marsh (cesspools &privies only, not the SAS)? Less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis? If the well has been analyzed,to be acceptable, attach copy of well water analysis for coliform bacteria,volatile organic compounds,amonia nitrogen and nitrate nitrogen. PART D — CERTIFICATION INSPECTOR: ROBERT J. BORTOLOTTI ADDRESS: 765 WAKEBY ROAD, MARSTONS MILLS COMPANY: BORTOLOTTI CONSTRUCTION INC. MA 02648 (508) 771-9399 CERTIFICATION STATEMENT I CERTIFY THAT I HAVE PERSONALLY INSPECTED THE SEWAGE DISPOSAL SYSTEM AT THIS ADDRESS AND THAT THE INFORMATION REPORTED IS TRUE,ACCURATE AND COMPLETE AS OF THE TIME OF INSPECTION. THE INSPECTION WAS PERFORMED AND ANY RECOMMENDATION REGARDING UPGRADE,MAINTENANCE AND REPAIR ARE CONSISTENT WITH MY TRAINING AND EXPERIENCE IN THE PROPER FUNCTION AND MAINTENANCE OF ON—SITE SEWAGE DISPOSAL SYSTEMS. CHECK ON ! _ I HAVE NOT FOUND ANY INFORMATION WHICH INDICATES THAT THE SYSTEM FAILS TO ADEQUATELY PROTECT PUBLIC HEALTH OR THE ENVIRONMENT AS DEFINED IN 310 CMF 15.303. ANY FAILURE CRITERIA NOT EVALUATED ARE AS STATED IN THE"FAILURE CRITERIA"SECTION OF THIS FORM. I HAVE DETERMINED THAT THE SYSTEM FAILS TO PROTECT PUBLIC HEALTH AND THE ENVIRONMENT AS DEFINED IN 310 CMR 15.303. THE BASIS FOR THIS DETERMINATION IS PROVIDED IN THE"FAILURE CRITERIA"SECTION OF THIS FORM. INSPECTOR'S SIGNATURE: DATE: K/ � ORIGINAL TO SYSTEM OWNER,COPIES:BUYER(if applicable),APPROVING AUTHORITY ............... .... 1'1Lu 96--� 4 ba 0 THE COMMONWEALTH OF MASSACHUSETTS CJ .,. .� • y,.s BOARD OF j T H ...................OF. .�tpplirtttion for Rripw Fib Ulcer k -, Tonritrar#inn ji nit' Application is hereby made fora Permit to Construct ( Wor Repair ( ) an Individual Sewage Disposal Syst: .......:7X.. .......... ....... ........ . . . ..... ................. ................................................ ..... ation.Addr s .......� - -------------------------------------- Z®D-.-.. �..-- -. .-------------- �r �r�s' CJ L o `i .. .... ..... ..... �. .Z2/ :.......... ......-eal.�. ...:.............._ � .... Installer Address T e Building Size Lot.1O_ ..........Sq. feet welling— No. of Bedrooms......................................Expansion Attic Garbage Grinder (A,!) Other—Type of Building .., . ........... No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfix ures .....................::..........................................................:.................................................................... Design Flow..., ............................gallons per person per day. Total dail flow.:.... .'.. ...........................gallons. Septic Tank—Liquid capacity.fll.M..gallons Length .Y.._.. Width.`lL.5...... Diameter................ Depth...'V......... Disposal Trench--No..................... Width.................... Total Length.....................Total leaching.area....................sq. ft. Seepage Pit No..�> ......... Diameter......(........... Depth below inlet.....J�.r........... Total leaching area..2.3.... q. ft. Other Distribution box ( � Dosing t ) Percolation Test Results Performed by.,: ...:....� . .... ............................................ Date...47� ...... Test Pit No. 1.......minutes per in epth of Test Pit.................... Depth to ground water........................ Test Pit No: 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Description of Soil............... 6Z64.. . . ... .. .. ........ ...... ..... ................ . ........ . ... ............................................. .....� .... - ............---.----....................... .................................... ........................................................................................................................................................................................................ Nature of Repairs or Alterations—Answer when applicable................. ...........................................................•----.........................................---............---..........------................................................---.......... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of AITLL 5 of the State Sanitary — The undersigned- tether agrees not to place the system in operation until a tiff to 0 om an a has iss by the board health. idned......... ....1/� . . .. ..... .... r Da c ApplicationApproved By............... . . ................ ...................... .... ................ ... ................�••nz e .. Application Disapproved for the fo wing reasons:............................................................................................................... .................................................................._.............---------.............................................................................................................. Date PermitNo......................................................... Issued_.................:...................................... Date . .............-:..._:...... .............................. THE BOARD LTH OF FIMASSACHUSETTS T al...4 _..................OF..... Applirtttion for Diripaiial Hin Iti Tatttritrurtintt 1hrinit !Application is hereby made fora Permit to Construct ( v) or Repair ( ) an Individual Sewage Disposal Syst t �l * •x_i^•..Ld. ............................................. �/C!:.. I: /Hr• N. �!G.� ��.... e �r .• .... Owner... . ............•--•..................• jC/ J.11 i . 1 :.�,. 7- Installer Address ' T e Building Size Lot.�d AM.........Sq. feet welling—No. of Bedrooms.... . .................Ex Expansion Attic ---•----•- •• p Wa Garbage Grinder (/14� Other—Type of Building .. ..:............ No. of persons.....................-...... Showers ( ) — Cafeteria ( ) Otherfixtures .....................::................................. ....................•-•...-...............:........................._......:................ Design Flow.......wi``�-.S............................gallons per person erday. Total daily flow....... ..1%'............._..... g�.... lons. Septic Tank—Liquid capac �ity.� ..gallons Length .-........ Width.. ;.- ...... Diameter................ Depth--_Z........ Disposal Trench—No..................... Width.................... Total Length.................... Total leaching_area....................sq. ft. Seepage Pit No...6.,*.4_-...... Diameter......IQ-........ Depth below uilet.....1r-._-.......... Total leaching area.. ft. Other Distribution box ( ✓� Dosing t ) Percolation Test Results Performed by...: ............................................ Date.. ...... .................... Test Pit No. L.K. ninutes per inc Aepth of Test Pit.................... Depth to ground water........................ , Test Pit No: 2.....:..........minutes per inch Depth of Test Pit.................... Depth to ground water....:..-.-.......-...... Description of Soil.......................................................... ............... ...... ..................................................................................•-••-•---.......---............................ .................................... ........................................................................................................................................................................................................ Nature of Repairs or Alterations—Answer when applicable......................................................................... .................................•-••-•.......................................-•---.....•••••-..........................................................-...................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE; 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until tiff to 0 om nce has en is a by the board of health. ' gne ..... ...... . Date Application Approved By-•............... ........ .... .. ........ .. -•••-•....... y. ..�`7 � .. Application Disapproved for the fol o ing reasons:............................................................................................ (Da.t ... .. ..... .....--•............................................................... ..........._.. Date PermitNo....-•••-•.............. Issued_....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALT lX,A,1.........................OF.....41 lk �.W .. .,...�°:... ........ .......................................... rrtifirtttr of Tomplittnrr THIS _T. CER ,�FY,,Th the Individual ewa a Disposal System constructed 4"or Repaired g ( ( ) c� ....'. by...,.... .. ..... ... ...�......... d 1 'ler at...................... ......... ................... d: ..... ...-.........--........... has been installed in accordance with th visions of TITI� 5 of The State Sanitary Code as described in the application for Disposal Works Constru •on Permit No......j..G............... ........ dated...... ,......-$--. .. THE ISSUANCE OF THIS CERTIFICATE .r.: SHALL ]fii0� B��INSTRUED AS A GGgA6� E�THAT THE SYSTEM VMIU!FUNCTION A`T1. ACTORY' s w DATE................. ........................ ... •- Inspector..:.. ............................................................ THE COMMONWEALTH OF MASSACHUSETTS / BOARD OF HEA TH 4 / r� ......................OF...... ��. ......... ............... a s No......0.% ?5l'� ESl+�/ y�v r �? FED.-..v .......... �i,��n�tt� •1�,� it�#�•�tr#uatt �rra�it Permission is reby granted....` ...-.- -••••...................... to Construct ( airs tvid Sewage Dis System at No......... P0 :)..... ....... ................. ................•••............................... . Street as shown on the application for'Disposal Works C nstruction Permit Nc . ... Dated....................... ................................... Tar d oI FIeaIthDATE.................:.. � � , FORM 1255 A. M. SULKIN, INC., DOSTON S-^ Log Number: _ Battle r_ E043 Datc April 3, 1986 ;_., �s�yyy BARNSTABLE COUNTY:HEALTH AND ENVIRONMENTAUDEPARTMNT i O � SUPERIOR COURT HOUSE s f V BARNSTABLE 4AASSACHUSETTS 02630 �A sB • gxE x�51„" r e rtx DRINKING WATER .LABORATORY ANALYSIS C1ientc Dacey Horses Collector z r,S Ma i 1 i nq Address:, 100 West Main' Street Affi 1 i a'ti on M �dwar"d , Me`eh r#� � i s � � �� N : Hyannis', MA02601 Time & 'Date ofu � Collection: Telephone: 77'1-4400 Type of Supply rt SaiF e i.ocatior : =Lot 42 Audreys Lane Well Depth: 68 s _ Marstons Mills MA v Date of Ana1'ysis - 4 1 86 12:50 p PARAMETER ----- — SAMPLE RESULT -- �e ND�LI�MTTS Total Coiiform Bacteria/100 ml ' 0 . 0 . pfl —' 5.3 $r } Conductivt (mi cromhos/cm 68:0 Iron (Ppm) 0.i " ' K p 3 # Nitrate-Nitro en m 0 .1 Sodium 6y O ---------------------- _ - r r aI'� k. '� . ...' �'S�. } rah M%y;S"'$y''�� - i4ySFT't"h1�R'..'.-byfi�,�$v Imo ` ti- X_ Water sample meets the recommended limits fo 9r drinkin FofJ � FY 77 W ' ,adlaboi���tisteo � � et � ' IN 61— Based only on results:of the parameters testetl for suitable for;drinking°'but m�a y present`the �iroblems che elpw nn 4#ra�si r ,nC ;,{fit a i W,*xri�, $� { a F•a 6'Lr4,y n��w.��,�FM1«f 3 t>" a r °''��� ` '`r %. bd a t r e Sample has' higher than average level:sN ofx N�tr" 'ate Future �n4 ,tvt,T 1 � recommended (2-3 times per year) to :establsh any up�rard trends { i— The low pH of the water may shorten the useful 1jWX fe .of ,the:,house'S¢}�1tm �'rya C Water .may present��.__.. esent aesthetic* problems (taste, odor, staining �4du y o;, ^S4 'y�x a„"'' '-., L)• _Wdter sample has high levels of sodium. Persons, on .low. sodium diets shoul'dza y � c0r)suI t thei r doctor. ILI : Due to one or more of the reasons checked below, thi water sample is unfFit f humanconsumption: A. High' Bacteria B rii'gh Ni-tra: K., � �°� F § x R E fIAR K S: gun H®ctharid"':Environmertl i Department.wshall not endorse any staten+en , interpretations' or'condus�ons?made by�cnyone � , else cce onrning theso resuitswdhout written Consent CC: Barnstable Board of Heallth � I CC: Meehan .Well . Drilling 1 !7'/ ator 85 �L a bo r � �. y Dt rector �sY r r s s ''T` .. ^t r - L. .35'.y�. . . . . ... . TOP OF FOUNDATION ; e E! 3Y CONCRETE COVER CONCRETE COVERS 4"CAST IRON 12"MAX. `cZ 3 y OR SCHEDULE 40 12"MAX. ' P.V.C. PIPE 4 SCHEDULE 40 P.V.C.(ONLY) � PITCH 1/4"PER. PIPE- MIN. LEACH PITCH 1/4 PER.FT. PIT °•'° PRECAST �.c INVERT /p iy -� LEACHING EL3� . . . ... INVERT INVERT P . a PIT OR INVERT SEPTIC TANK DIST. EQUIV. EL.3.�XQ . . . BOX EL,�lbk4. ' ; >_ O'ir0. .... GAL. INV RT ►�(L INVERT a ww :�; 3/4°TO II/; EL lxjd. EL QXQ :.' U- WASHED p . I w STONE DIA PROR LE OF Uo GROUND WATER TABLE SEWAGE DISPOSAL SYSTEM P- 5- 777 NO SCALE S91L LOG WITNESSED BY : DATE ./2 SS(G .. TIME. f}!1.•. . . . . CI.6XFEA/ BOARD OF HEALTH i TEST HOLE I TEST HOLE 2 ✓: �ft�o%�� ENGINEER ELEV. .3Y . . . . . . ELEV. .3y. . . . . . 1 : . . . . . . . . . . . . . . .;,. DESIGN DATA �-11 L c NUMBER OF BEDROOMS ✓� . . . . TOTAL ESTIMATED FLOW . 13 3o. . . . . GALLONS/DAY BOTTOM LEACHING AREA �-S� , . SO.FT. /PIT SIDE LEACHING AREA . . . �dS�. . . . . SO.FT. PIT GARBAGE DISPOSAL (50% AREA INCREASE) s TOTAL LEACHING AREA �a..3.•.S . SQ.FT PERCOLATION RATE .fit S S ,2, MIN/INCH -- - .�� .WATER ENCOUNTERED LEACHING AREA PER PERCOLATION RATE .. . . . .. SQ.FT. NUMBER OF LEA HI G PITS . . A41,67— z APPROVED . . . . . . . . . . . . BOARD OF HEALTH R 3: ` S `� f .�'�" .7�r6if0 .96,7 T2R.N. S�Sy , s z-s DATE. . . To. . . . . %oTA•C 3J`' Gf D AGENT OR INSPECTOR ���' � v C0 �� w o p(///� /���/C / -•5 1 D • O/ 814 y. . �.N . . . (�,4 ; . AR1 � PETITIONER S 7-0 A/ S NJ - -- ----------- __ . ----. _.--------- ---�o --s Ga l e � `oo r o,vi a r _ 5 e ;L -__ u ra de i- • ro ►^ _oa _+ Lo o _ 13 e d ro& „i e H ;n - o 0- 4v r e e -------- --- - ---- -- _------- r rO � edroo A � we �� � n /� �d `, T `n ✓l \ S C� ✓t � S �c, J1 �✓Acan 5� le o,c ed � ' �C� ,'j �-�� �,4M rL ye � � t ,' � QOa/V� •- G -- ar- (/ c - -._ . S7-o ft A G c A b ✓e M �- 5'�`� /Z 3 Q �'l o o �✓1 , - ' 'o u iv .�4 ri.o r,/ -i s a _ o. ..�'all --- - - 5«Ie: - -� __ . _ .. ... . -... - !3 �t 5 E M E ivT r= 0 2 . _2 �� c • 2 a p _ ^ . o a _ - _. -- -- -- - -_ o A. _ Zoe 2 - - - 1 ' - o• I ii - o ad'-o . CX \51 �r1G .t MARS717NS MILLS VARIANCES- REQUESTED.• 1) TO CONSTRUCT A THREE BEDROOM DESIGN S.A.S. ON A LOT LESS THAN 40,000 S-F. :ter ROAD 2) S-A.S. MORE THAN 3' BEL0 W THE SURFACE O PA 77TS OND f. \ WITH VENT POND LOT 29 00 d ...::::::: .: ���+\ LOCUS 4� ......... i NOTE: r �' \ 'J' VENT s REMO VE EXISTING LEACHING PITS SAN7V)T Lo �, ♦ - 1- - - _ _ �� STONES, AND CONTAMINATED SOIL AR POND POND vEt.Ls O VERDIG �� ems_ AND REPLACE WITH CLEAN CRANU MATERIAL IN ACCORDANCE WITH ti� SECTION 12.225(3-6). LOCUS MAP 102.5` LOT 41 ASSESSORS MAP• 28, LOT 82 \ / - PLAN REF 272192 LOT / 0 ��� FLOOD ZONE: "C" /� Y 30 11 AREA— 20 00o SQ FT i sz � � ZONING.- RF C-B. / -�'- i 0 0��` ,�� oo_ 0 VERLA Y DISTRICT "CP" � EXISTNC �♦ 0\ Q� 11 �0_ 102.0 103•0 ' 1000 D SEPTIC TANK o � 4 9, �. ,� - - - loi UPGRADE' 6 v 0 • , - 1 �40 SITE AND SEPTIC PLAN HEAo 4�6®� �� i PROJECT L OCA T/ON c�. � \� �� �� CHl�tfi�/EY � . �HSE �'� / i 127 A UDREYS LANE SHED - - 12 7 ` �f�y9t���G, �' 0��' MARSTONS MILLS(BARNSTABLE), MASS. a LOT 43 `''� �0' - s, y'� APPLICANT• 1// JEFFREY N. & MARY JANE CARPENTER i Y ��� ` YANKEE SURVEY CONSUL TAN TS �60 , 5 /0 /�� 4 Y P. O. BOX 265 -0 101. QC /� UNIT 1, 408 INDUSTRY ROAD n ',AOy ' � O� � 10 WELb/ MARSTONS MILLS, MA. 02648 '�� i �1• H 508 428-0055 - FAX 508 420-555J tau �� i �6 P . 101.0Of i y'►' . M o x WILLI AM FC7LE.• 1 — 20' [D_A TE.• 7128199 // '� LIEBERWw REV 7130199 REV 1014199 5 BENCHMARK` \ C j No. . asP`a TOP OF, C.B." JOB NC 52013 SHEET 1 OFAL 2 ELEV. =100 (ASSUME_D) i =103 7' 7t7P OF Ji=7UNDATION 20 MIN. I---- 10' MIN. CONCRETE COVERS 20LAYER OF 4" SCHEDULE 40 P. VC VENT VENT EL= 102' MIN. PI?CH 1/8 PER FT WASHED S7l7NE' EL=103 EXISTING GRADE 4 CAST IRON PIPE OR EQUAL MINIMUM INVERT INVERT 2" YER OF PI7CH 1/4 PER FT. EL.=�u5' Lem EL.=9�5� CLEAN SAND 1/B" - 1/� WASHED S7DNE 1R9R 2' , 3/4" 7t7 1-1 2" 13 FLOW LINE 99.3 WA ;ZD NE INVERT 110" 14" �70' 6'MAX RUN n o 0 0 o o p p o 0 0 0 00� 0 o° adicL% 0 0 8 MIN. EL.= 10_0. 7_ GAS INVERT INVERT, 24 cb a m o 0 0 0 0 0 0 0 0 0 0 0 �' zi/ EXISTING ' BAFFLl� EL.=*99. 6 EL.=98.6 , 0 0,a o� o EX662"ING 4.0' ' 4' ' 4.8 ' 4' DISTRIBUTION 8 5 4.0 I 12.8 BOX 25.0 5' EXISTING 1,000 GAL 3f4" 7n 12" SEPTIC TANK 11'ASHED s NE MIN SUBJECT TO APPROVAL OF BOH (2)-500 GAL. ACME CHAMBERS 5.2' END VIEW REMOVE IMPERMIABLE SOILS WITHIN PROFILE OF THE S.A.S. AND EXTENDING 5 BEYOND EL 91.3' SEWAGE DISPOSAL SYSTEM DOWN TO SAND LAYER AND REPLACE BOTTOM OF TEST PIT WITH CLEAN GRANULAR MATERIAL IN NOT TO SCALE ACCORDANCE WITH SECTION 15.255(3-6 ) * EXISTING INVERT TO BE GREATER THAN OBSERVATION- HOLE 1 OBSERVATION HOLE 2 ELEV.=_ 103._3' ELEV.=_L03_3' a 99.6. CHECK INVERT BEFORE PROCEEDING PERCOLATION RATE _<2__ MINI INCH PERCOLATION RATE _�_ MIN./ INCH WITH INSTALLATION. CONTACT YANKEE DEPTH TEXTURE P1911DEPTH TEXTURE SURVEY FOR ANY REQUIRED MODIFICATIONS L&I0-4'. TOP LOAM CLAY 0—4' TOP LOAM CLA Y TO DESIGN SUBJECT TO B. 0.H. APPROVAL 4'-11' MED. SAND 4-12' MER SAND GENERAL NOTES DATE OF SOIL TEST 3128186 NO WATER ENCOUNTERED WITNESSED BY. T. MCKEAN 1 j — ,> 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO REP SOIL TEST DONE BY UPPER CAPE ENGINEERING TITLE 5 AND THE TOWN OF __ BARNSTABZE__ RULES AND REGULATIONS, ) E SUBSURFACE DISPOSAL OF ONE COVER ON FOR TANK SHALL BE BROUGHT 70 WAGE. DESIGN CALCULA TIONS.' A7THIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF NUMBER OF BEDROOMS . . . . . . . . 3 WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN GARBAGE DISPOSAL . . . . . . . . . NO 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE TOTAL ESTIMATED FLOW USED UNDER OR NYTHIN 10 FT. OF DRIVES OR PARKING AREAS. ( _ILO _CAL/BR/DA Y x _ 3 _ BR) 330 GALIDA Y 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTERED IN PLACE. USE EXISTING SEPTIC TANK 1000 GAL 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO INSTALL' 2— 500 GAL ACME LEACHING( WITH 4' CRUSHED STONE) OBTAIN SUCH DETERMINATION FROM-APPROPRIATE AUTHORITY. CHAMBERS ALL AROUND 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VATION CONTRACTOR P��µ °F'�s SOIL CLASSIFICATION . . . . . . . . 1 IS TO CALL "DIG- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS oz� °sue DESIGN PERCOLATION RATE < 2 MIN./IN. PRIOR TO COMMENCING WORK ON SITE. WILLIAM EFFLUENT LOADING RATE . • 74 GALIDA Y/S. 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS LIEBERMAN ; TOTAL LEACHING CAPACITY 348.6 GAL/TA Y ri. SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. No. 23911 40 8) PA IS IS SHOIWN FONOASSESSORS MAP _28_ AS PARCEL B2 � Ssro. BOTTOM 255 X 12.8)(. 74)=236.8 GAL/DAY 4)-111.8 GAL/DA Y 9) LOT _ ______ ►vas 1 ( 10) NO WATER SUPPLY WELL EXISTS WITHIN 150' OF SAS i O l JOB NUMBER__ 52013------- � I SHEET 2 OF Z \ \ ;v OF � 1 CERTIFY THAT THIS SURVEY AND PLAN WERE MADE SANS Nf LLS IN ACCORDANCE WITH THE PROCEDURAL AND TECHNICAL 0\ \ STANDARDS FOR THE PRACTICE OF LAND SURVEYING IN u"� THE�COMMONWEALTH OF MASSACHUSETTS. A . PA7TYS / /_.... ..\ !014) POND ...c?:. �. - V C AAA&%LOT 29 ,,. : PAUL A. MERITHEW PS. DA < :\ .. LOCUS NOTE 'GENT REMO VE EXISTING LEACHING PITS sANTurr STONES, AND CONTAMINATED SODS, POND LOVEMS - _ v 5 O VERDIG AND REPLACE WITH CLEAN GRANULAR POND �0� MATERIAL IN ACCORDANCE WITH SECTION 12.225(3 6). 5 LOCUS MAP / � LOT 41/ , 102.5 ASSESSORS MAP.- 28, LOT 82 . . � � � \ . LOT PLAN REF 272192 30 LO T ' 42 �.` p �� ��tN a FLOOD ZONE.- "C" c.a. AREA- 20,000tsQ F'7 i 6' o ZONING.• "RF" �� o r f � �� o u"n�� ~ O VERLA Y DISTRICT "GP'• —� no. 23W1 , � `` 37 `CFO PLO 0 'EXISTNG i 0� cgs?,,�o. 0 � q / 103 ♦ 1000 GAL i �r' 0 0 102• I SEPTIC �C ♦ i 4 �XIV � _ - - 101.6 TANK �, UPGRADE o�lb `; o , 110. b1. 40 SITE AND SEPTIC PLAN 1 BULK— •.� 04' ®, cs / ��• HEAD , 4�6i �- , jib i PROJECT L OCA T/ON CHIMNEY SHED _ 127 A UDREYS LANE #12 7 `� ' `\ f�a���c N / 0 / MARSTONS MILLS(BARNSTABLE), MASS. LOT 43 APPLICANT JEFFREY N. & MARY JANE CARPENTER .b YANKEE SURVEY CONSULTANTS 0 1 UNIT 01.5 p��' ^' P. O. BOX 265 coz� ��� // / 1/ 408 INDUSTRY ROAD , ,�� �i�0 MARSTONS MILLS, MA. 02648 / . �1 WE 01.0 / D% �. �� PH.(508)428-0055 - FAX(508)420— 5553 o\ (APPROX) / Ac0 SCALE. 1 - 20 DA TE. 7128199 s 00.5 WELL O , REV FREV.• BENCHMARK`\\ \ C B. / Ile TOP TOP OF, C.B. \ \ /0�� JOB NO. 52013 SHEET 1 OF 2 ELEV. =100 (ASSUM wDJ \ �4j i EL. =1Q3.7' 7VP OF FIOUNDATION 8 20 MIN. �-- 10 MIN. CONCRETE COVERS 2"LAYER OF ' 1zN 4" SCHEDULE 40 P. R C. WASHED SHED S77ONE VENT VENT EL= 102' MIN. P17CH 1/8 PER FT rf6'o*lAZ' ' / / / / . EL=103.j EXISTING GRADE N / / f i / i 4 CAST IRON PIPEINVERT INVERT(OR EQUAL MINIMUM 2" YER OF PITCH 1/4 PER FT. EL.=S96L 65' LEVEL EL._ 8� CLEAN SANDI/B" — ! 2 WASHED S?YJNE FOR 2'LINE 99.3' N �yASNED NE,INVERT 11 14 N 'r0 6 SAX RUN o o o o p p p p p p p p om o 00 b �$ p — 105 CAS INVERT INVERT, 24" o o p ppp p p p p p p m �g p p A EL.------- S EXISTING BAFFLE EL.=*_99.6' EL.=98. 6 ,o 0 0 om a EXISTING ---- 4.0' 8 5, 4 0' I 4' ' 4.8 ' 4' eZl, DISTRIBUTION 12.8 25.0 EXISTING 1,000 GAL BOX / " " 5 SEPTIC TANK 3WASHED S717NE MIN SUBJECT TO APPROVAL OF BOH END VIEW (,2�-500 GAL. A CME CHAMBERS PROFILE REMOVE IMPERMIABLE SOILS WITHIN I j F THE S.A.S. AND EXTENDING 5 BEYOND SEWAGE DISPOSAL SYSTEM DOWN TO SAND LAYER AND REPLACE EL BOTTOM OF' TEST PIT WITH CLEAN GRANULAR MATERIAL IN NOT TO SCALE ACCORDANCE WITH SECTION 15.255(3-6 ) * OBSERVATION HOLE I OBSERVATION HOLE 2 EXISTING INVERT TO BE GREATER THAN ELEV.=_ 03.13 ELEV.=_103_3' 99. 6' CHECK INVERT BEFORE PROCEEDING PERCOLATION RATE MIN./ INCH PERCOLATION RATE __<2_ MIN./ INCH WITH INSTALLATION. CONTACT YANKEE DEPTH TEXTURE DEPTH TEXTURE SURVEY FOR ANY REQUIRED MODIFICATIONS O-4' TOP LOAM CLAY 0-4' 7YJP LOAM CLA Y TO DESIGN SUBJECT TO B. 0.H. APPROVAL 4'-11' MED. SAND 4'-12' MER SAND �P�%,A of GENERAL NOTES DATE OF SOIL TEST 3128186 NO WATER ENCOUNTERED rya L, y�- 5 �9 � � WILAM a WITNESSED BY: T MCKEAN P// LIEBERMAN Nu, 23911 O 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. SOIL TEST DONE BY UPPER CAPE ENGINEERING �b�Fv,sT��'G� TITLE 5 AND THE TOWN OF __ BARNSTABLE _ RULES AND SS/oNA REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO DESIGN CALCULATIONS.' WITHIN 6 OF FINISHED CRADE, OTHERS WITHIN 12 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF NUMBER OF BEDROOMS . . . . . . . . 3 WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN GARBAGE DISPOSAL . . . . . . . . . NO 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE TOTAL ESTIMATED FLOW USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 10 _GAL/BR./DAY x _ 3 _ BR.) 330 GALIDA Y 4) ANY MASONARY UNITS USED TO BRING COVERS TO CRADE SHALL ( --1— BE MORTERED IN PLACE. USE EXISTING SEPTIC TANK 1000 GAL 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO INSTALL. 2— 500 GAL. ACME LEACHING( WITH 4 ' CRUSHED STONE) OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. CHAMBERS ALL AROUND 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VATION CONTRACTOR SOIL CLASSIFICA TION . . . . . . . . 1 IS TO CALL "DIG— SAFE" AT 1—800—322—4844 AT LEAST 72 HOURS DESIGN PERCOLATION RATE . . . . . < 2 MIN./IN. PRIOR TO COMMENCING WORK ON SITE. EFFLUENT LOADING RATE . . . . . . • 74 GALIDA Y/S. 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS TOTAL LEACHING CAPACITY 348.6 GAL/DAY SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. 8) PARCEL IS IN FLOOD ZONE___"C" . SIDEWALL• (25' + 12.8) X 2' X 2 SIDES)( 74)=11L 8 GAL/DAY 9) LOT IS SHOWN ON ASSESSORS MAP _28_ AS PARCEL _82 __. BOTTOM (25' X L2.8)( 74)=236.8 GAL/DAY 10) NO WATER SUPPLY WELL EXISTS WITHIN 150' OF SAS SHEET 2 OF 2 JOB NUMBER__ 52013 ______ \ MABSMNS MILLS \\ A"A OF t.1 I CERTIFY THAT THIS SURVEY AND PLAN WERE MADE /\n y \ a �,. 3`, IN ACCORDANCE 07TH THE PROCEDURAL AND TECHNICAL 0\ \ c . STANDARDS FOR THE PRACTICE OF LAND SURVEYING IN r4n�o "' THSCOMMONWEALTH OF MASSACHUSETTS. PArrYs �� �\ LJ� � ♦� I _ � !aft =o , OPOND LOT 29 r g$:♦ \ PAUL A. MERITHEW P.LS. DA O LOCUS NOTE ,r '7 GENT I cS� REMO VE EXISTING LEACHING PITS •�' \ � sANTurr STONES, AND CONTAMINATED SO&s, POND LoVELLS ' — 5 O VERDIG AND REPLACE WITH CLEAN GRANULAR POND �0� MATERIAL IN ACCORDANCE WITH SECTION 12.225(3-6). eve - ,tru s� �a"`s-�c�� � LOCUS MAP 5 102 SA 5 LOT 41 ¢n� ASSESSORS MAP• 28, LOT 82 LOT s PLAN REF 272/92 30 LOT 42 �. p �,r �.4,t" FLOOD ZONE.- "C" C B. AREA= ,20,000fsQ FI i rill !,r6;♦ ° �r�0• ao o�� f`. ZONING.- „RF,,, \ / 'o, o_ LOWERMl1l1 0 VERLA Y DISTRICT GP `�- EXISTNG ♦ / O� c,���`�o_ 0 OT K t���'' 30l q 7 103.0 / 1000 GAL ♦ / �' 0 ,0� 102• SEPTIC TANK �'� 4� . ,� - - - 101.5 UPGRADE b1' off` SITE AND SEPTIC PLAN BULK i oeoo�y��6 �s HEAD `; 4�6i - , jib / PROJECT L OCA T/ON r CHIMNEY 0 ! — _ HSE �;; s� ,/ 127 AUDREYS LANE SHED X112 7 �`. r �� � 0° MARSTONS MILLS(BARNSTABLE), MASS. / LOT 43 APPLICANT JEFFREY N. & MARY JANE CARPENTER r� YANKEE SUR VEY CONSUL TAN TS �60 101.5 �° i/ �� ^'/'4 P. O. BOX 265 UNIT 1, 408 INDUSTRY ROAD WELLMARSTONS MILLS MA. 02648 01 0 , �� �, , `��� PH.(508)428-0055 - FAX(508)420-5553 (APPROX) SCALE. 1 — 20 DA TE.• 7128199 •s -A 00.5 WELL / / BENCHMARK`,\ O REV REV � \ � C.B. TOP OF i/� / Y C.B. IN, �. 0 JOB NO. 52013 SHEET I OF 2 ELEV. =100 (ASSUMED�� W �/ EL. T 91 OF FOUNDATION e 20' MIN. . 10' MIN. CONCRETE COVERS 27LAYER OF VENT ' VENT EL= 102' MlN. SPITCX 1%8 PER FT WASHED STONE EL=103.L� EXISTING GRADE 4' CAST IRON PIPE / , - � / / ' (OR EQUAL, MINIMUM INVERT INVERT 2' YER OF' PITCH 1/4 PER FT. EL.=VA�5' LEVEL EL.=9-8.5' CLEAN SAND 1/8- - 1 2 WASHEDIS S71'�NE 3 4 TD !-I 2" 13 FLOW LINE FOR 2 99.3' 1 " 1 10' ,.ra. 6 illAX RUN N. ° ASKED NE INVERT MIN 14 ° ° ° ° p O O p O O O p o. ° °o B8 p p `%% EL.= 10_0. 7 GASRT INVERT, 24" c o O O O O O p O p p O �o °° g g tell EXISTING m°o mOR�S 9AFF1.69.6 EL.=98.6 0 0 0 °° EL._ .NG ---- 4.0' 8.5, �.0• I 4' 4.8 ' 4' DISTRIBUTION 12.8 EXISTING 1,000 GAL BOX 25.0 5. SEPTIC TANK s�S Tt71-1/2" MIN ASXED ST17NE SUBJECT TO APPROVAL OF BOH 5.2, END VIEW (P )-500 GAL. A CME CHAMBERS PROFILE REMOVE IMPERMIABLE SOILS WITHIN F THE S.A.S. AND EXTENDING 5 BEYOND EL 91.3' SEWAGE DISPOSAL SYSTEM DOWN TO SAND LAYER AND REPLACE BOTTOM OF TEST PIT WITH CLEAN GRANULAR MATERIAL IN NOT TO SCALE ACCORDANCE WITH SECTION 15.255(3-6 ) * EXISTING INVERT TO BE GREATER THAN OBSERVATION HOLE I OBSERVATION DOLE 2 ELEV.=_ 103.3 ELEV.=_103_3 99.6' CHECK INVERT BEFORE PROCEEDING PERCOLATION RATE __<e_ MIN./ INCH PERCOLATION RATE _-<P_ MIN./ INCH c� WITH INSTALLATION. CONTACT YANKEE ' DEPTH TEXTURE DEPTH TEXTURE SURVEY FOR ANY REQUIRED MODIFICATIONS '`� O_4• TOP LOAM CLAY 0-4' ?1DP LOAM CLA Y TO DESIGN SUBJECT TO B. 0.H. APPROVAL 4'-11' MED. SAND 4'-12' MED. SAND tH of . GENERAL NOTES DATE OF SOIL TEST 3128186 NO WATER ENCOUNTERED �r yea w�� P 5 �9 RMA a WITNESSED BY: MCKEAN LIEBEMAN T. Nu. 23971 Q 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. SOIL TEST DONE BY UPPER CAPE ENGINEERING �bpFvisT .Q`& TITLE 5 AND THE TOWN OF __ B_A_RN_STA_B_LE___ RULES AND 0NA ENG� REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO DESIGN CALCULATIONS.' WITHIN 6 OF FINISHED GRADE, OTHERS WITHIN 12 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF ! 3 WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN � NUMBER OF BEDROOMS . � � GARBAGE DISPOSAL NO 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE 6 TOTAL ESTIMATED FLOW USED U ER OR WITHIN 10 FT OF DRIVES OR PARKING AREAS. ( _110 _GAL/BR./DA Y x _ 3 _ BR.) 330 GAL/DA Y 4) ANY M S ARY UNITS USED TO BRING COVERS TO GRADE SHALL BE M ED IN PLACE. � USE EXISTING SEPTIC TANK 1000 GAL � 5) NO DE INATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED R ZONING REGULATIONS. OWNER/APPLICANT IS TO INSTALL' 2— 500 GAL. ACME LEACHING( WITH 4' CRUSHED STONE) OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. CHAMBERS ALL AROUND 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VATION CONTRACTOR SOIL CLASSIFICA TION . . . . . . . 1 IS TO CALL "DIC- SAFE" AT 1-800-322-4644 AT LEAST 72 HOURS DESIGN PERCOLATION RATE 2 MIN./IN. PRIOR TO COMMENCING WORK ON SITE. EFFLUENT LOADING RATE . . 74 GAL/DA Y/S. j 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS TOTAL LEACHING CAPACITY 348.E GAL/DA Y SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. 8) PARCEL IS IN FLOOD ZONE___"C" . ` SIDEWALL• (25' + 12.8) X 2' X 2 SIDES)( 74)=111.8 CAL/DAY ! 9) LOT IS SHOWN ON ASSESSORS MAP _28_ AS PARCEL _B2 __. BOTTOM.• (25' X 12.8)(. 74)=236.8 CAL/DAY u 10) NO WATER SUPPLY WELL EXISTS WITHIN 150' OF SAS SHEET 2 OF 2 JOB NUMBER__ 52013