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HomeMy WebLinkAbout0090 HICKORY HILL CIRCLE - Health 90 HICKORY HILL CIRCLE, OSTERVILLE A=120 - 71 y � 1 , o u Ili F'MEr o� Town of Barnstable BARN"ABI4 • Board of Health MASS. 9�,,rEo 6. P.O. Box 534, Hyannis MA 02601 Office: 508-8624644 Susan G.Rask,R.S. FAX: 508-790-6304 Ralph A.Murphy,M.D. Sumner Kaufman M.S.P.H. January 13, 1999 Mr. Ken Anketell 87 Liam Lane Centerville,MA 02632 Dear Mr.Anketell: You are granted permission to construct an onsite sewage disposal system within a zone of contribution to public water supply wells at 90 Hickory Hill Circle, Osterville, MA with the following conditions: 1. No more than three (3) bedrooms are allowed. Dens, study rooms, finished attics, sleeping lofts and similar type rooms are considered bedrooms according to MA Department of Environmental Protection. 2. The applicant shall record a deed restriction at the Barnstable County Registry of Deeds regarding the maximum number of bedrooms allowed at this property, prior to obtaining a disposal works construction permit from the Board of Health. This permission is granted because the'proposed home of three bedrooms is consistent with the other existing homes in the neighborhood. It is the opinion of the Board that the installation of one additional septic system which complies with Title 5, the State Environmental Code, in this area should not significantly alter the quality of the groundwater. Also, the.Board is of the opinion that, although the proposed septic system does not strictly meet the nitrogen loading requirements in 310 CMR 15.214, the applicant has shown manifest injustice because this 17,850 square feet lot which is significantly larger than previous applications, is the last remaining unbuilt parcel in this subdivision. The applicant testified that his wife is employed and that he is currently working two jobs to attempt to fund his family's cost of living. If an alternative-type system was required at this site, he testified that he would not be able to fund the project. Sincerely yours, Susan G. R Chairman Board of Health anketell/wp/q/Is Aj �u J e c. cv 17ZoM a G ad,+ri �2�A '7�J N/f 7G l� u lG kzl � .f a de �,�. i�4 �i ti D a iZ j-R f /} �o.0 ti e w C o v(rfA u G7L I' �a a c o �v ,t'. tv .r ,vim �oln-tI �ti oR �e2 - �d M �� �f r� �rr ..f�i y C 7Z v Ao'c y coal{ R e u i/z -e M e &,;74r f �- f �-.e eo'Ns;s/�,v f w 7Lh o��i.�� � -1 N,4,Pw� Al e.17 4 t Az f e,r-r M�ih y s 7t z i time A.-F -14'W 4,pv R;e u%2 em ex4r �or11S. ati ` n•j In�li . s/d e N7' r� �t y 11T�cT�\\\ n W 1 POND � t �� \ •� �O���:/" � xx�� sG� � ���? �q ���tiC °,jt.Mk`�F.�.''v aeY q O(r � gv`'�,%rT,d \- L ! 1 1 '.' a -t,ry`�'• mpg - �� : a s.:.a;'• ..'V f d j�^'y •w, i \� 0 �7 f s ?. ���� � ., t � gW�? �5�'i �„��rY� � � �'��'j�,yQ � � l�r`4��c���.:1 •.�ps / �OI ���. ../ �^�a•t�axC,,� �• �.��� ��� •lc�'�'b!Y �;'��,�4 4s e ��' � .�v', v y r'.�u..t r s� 3 7N,+~ 'w --t��t• '�-`�'�'r"�'" ? r - s t"°'3 � �,•�`�" �„�„` ��>';�� (�y a '�. ���, �}�oR��r, u ""t � ti��� � a. � �a% � \ � Ste. mg d• l, J V i I� Y` •r:" �, Sr"if f \P F'T� Y��,+-T 3t,_ �'^' /L? }€ �C �4 rr Q �' U si-F•1'�.i" t }�1� �'�` r f`'i "Y�c"� ,,yyyyJJ;;�� r `}�.-��+.,�� ` � �°'�'j� y�„ "'w.�,zl --I \ � 1 � y.�Si t � rf.�� y��k�+'&."�2`t7R`4 �.4crf ��.-g :'�,/� � •N �N .1I.SF `,'� \ a 4R1'y .3�y A.' �^`'!�.3� � �g��� O '�F c s� .�:•„ �s`� ,`�f.," � 1 °° l �J r,C � \ e� a Y° �: s •�j ��s i� t s ,x``' - ar���'�1`r°r e� si. 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''w 1m M7 ----_-1 b.'`. `r 87:f-� roar/DEu < 51-2 \A? r -�d-I t _ - ��' rdt 1,^J \�- w• 1IUIINNGs/STRUCTURES m ,_�� /• 14 N \•� \� MV 120 �§ h`ft� DOU/PIEA/1ETIY 46 81 Wi2o •' A.SSEsso9s Mw eouNDARr r 160 ,'- MY im\- \ - �� MAP 120 MM I10 \\,'M�P im r ,` 70 6 YMW O YIIR10ES 10 ) \'.'- 56 1`8 9 AMP I �_r7s' 1 , 0 P09 o" Kwovk r7n\ �\ rlBo r3D:/� �42 so ® SIONIN INS RIP1 o POE 1010 WP Im \ N LL // 91)f r S2 o ueB1 O fIfCSBOY 1 y My ew lro, \\I) r lea y p '� lam'^ y`6o,/'. 1sAir "m �MAP SITE MAP -Nn-� WPIro 130 \ Aw lm 89 \. �/ t^ 88. :-` N TO MEP 120 84 i 049 I.O.B.6EO61APNI(INFORMATION SYSTEMS UNIT M'P' 41 • - 87 \ - m SCALE:in feet l�� (/ r 6 8 3 MAY 1. \./64 aeEri � IF 11 820 WP2 rd % `"� < I INCH =200FEET' ' NU w 7AiSP 120 MN ♦9 IIO �v im kilo �� MV11211 N O Eq a o )i26 1 I b 3 'il1 red 120 wile r 99 r 50 JOB Y 71� rs ra. wile 79 S IIOIETBEPM(EI MIUS NE OKAY 6WPMA 1fIRSENLU10R01 ' MAP Im Aw lro \:'! '- PROPERTY BOUNWES'llo MIIOTTMIEIOUlanh R-3 r 80 xawmNx pPmwrnLxi®nrturmrnW--A WM ' r77 mmorllrr l'-BOB'.NMMYF@(OMIrRW97E1rgR1»F WPIIo P r196 \� / NWWS (m.eoroMeWDv1=I/O. .NIaIORIrM1UI•_ A Iro f-ug aOrM(NDRRMOINR-loc.I.•K=YWIOCIOOMNI MSAFIPi16RMUM A AMIKNID IIII 1 I I ANP Im , 71 MM',I NI ... 5(NE AAI OIfPTNI. 1.17 No person, company, entity, trust, or firm shall install exit pipes in a distribution box with unequal invert elevations. It. is recommended that all exit pipes be fitted with an invert leveler cap. No person shall install exit pipes which convey unequal flows. Onsite sewage disposal- systems subject to Section 1.14 of these Regulations shall be constructed such that the.equal, flow is accomplished by one of the following methods or a method approved of by the Board of Health: 1) the distribution box- must. be installed on crushed stone which is at least six (6) inches deep or on eight (8) inch thick concrete masonry units or (cinder-blocks) which has a surface area equal to or greater than the base of the distribution box, or; 2) the use of a balance-pan spill type distribution box. A balance-pan spill-type_ distribution box fills a one (1) to two (2) gallon. pan, with effluent before "spilling" it out to the exit pipes, or; (3) the use of a siphon or pump chamber. This Section 1.17 only applies to those systems which have more than one (1) leaching facility unit.) 1.18 No person shall install an onsite sewage disposal system leaching facility subject to Section 1.14 of these Regulations with an effective width which is greater than twelve (12) feet. SECTION 1.2 Calculation of Application Area: The application area (AA) for a leaching structure shall be the effective bottom area plus, six (6) inches around it for lateral dispersion (see Figure 1). The application area required to. satisfy the.application rates as stated in Section 1.14 can be calculated using the following formula: AA REQUIRED(sgft) FLOW (gal/day) / 0.75 or 0.50 (gal/sgft/day) where, Flow = Gallons/Day as Determined By Title 5, Section 15.02 0.75 or 0.50 = Required Application Rate From Section 1.14 or 1.15 Above SECTION 1.3 Variance and Enforcement Procedures:.. 1.31 ,Variances may be granted-only as-follows: -The--Board-of_Health ma var they �appllcation of any provisions of this Regulation with respect to any particular case i when, in its opinion (1) the enforcement thereof would do manifest injustice; and1 (2) the applicant has proved that—the same degree of environmental protection required under this title can be achieved without strict application of the particular provision. - J 1.32 Every request for a variance shall be made in writing and shall state the specific variance requested and' the reasons therefore. Any variance granted by the Board of. Health shall be in writing. Any denial of a variance shall also be in writing and contain a brief statement of the reasons for the denial. A copy of any variance granted shall be available to the public at all reasonable hours in the office of the Town Clerk or the Board of Health while it is in effect. ai SENDER: w I also wish to receive the fl ■Complete items 1 and/or 2 for additional services. following services(for an to ■Complete items 3,4a,and 4b. a) ■Print your name and address on the reverse of this form so that we can return this extra fee): card to you. v d ■Attach this form to the front of the mailpiece,or on the back if space does not 1.[3 Addressee's Address •2 mpermit. 2.El Restricted Delivery `m � ■write"Return Receipt Requested"on the mailpiece below the article number. ry N y ■The Return Receipt will show to whom the article was delivered and the date delivered. Consult postmaster for fee. Q o 3.Article Addressed to: 4a.Article Number � C s. 4b.Service Type � L ❑ Registered C�Certified c j 2 tf ❑ Express Mail El Insured uNi / �/A //^J-){/fir/1 ❑ Return Receipt for Merchandise ❑ COD ° UZ(,S S' 7.Date of De ivery o Q ( 0 of rc 5.Received By: (Print Name) S.Addressee's Address(Only if requested Y F and fee is paid) 6.Signatur ssee gent) tr L ;, X ,f,► �,i 1► ii II1 1ti ! i i y PS Form 3811,Decembe 1994, 102e95-98.-B-0229 Domestic Return Receipt E h f L First-Class Mail _ UNITED STATES POSTAL SERVICE � P P� O Postage&Fees Paid c Permit N__= o�.G.-1.0, . 26 DEC n _ e Print your s, and ZI Down Cape Engineor tig, Inc. �I 9V main St. — Suite C YStmauth Port. MA 02675 III 11111111111 till 1111111111till c; SENDER: I also wish to receive the ;a ■Complete items 1 and/or 2 for additional services. following services(for an y ■Complete items 3,4a,and 4b. 4) ■Print your name and address on the reverse of this form so that we can return this extra fee): i card to you. ■Attach this form to the front of the mailpiece,or on the back if space does not 1.❑ Addressee's Address d permit. 2.❑ Restricted Delivery m � ■Write"Return Receipt Requested'on the mailpiece below the article number. rY N Y ■The Return Receipt will show to whom the article was delivered and the date COnSUIt postmaster for fee. delivered. o o 3.Article Addressed to: 4a.Article Number -30 da 4b..,Service Type L 0 S7 ❑ Registered' Certified cc N ❑ Express Mail ❑ Insured LU DA f 0000ii,� [IReturn Receipt for Merchandise ❑ COD i 7. Dat nf;Deliyery; -� o 0 m 5.Received By: (Print Name) 8.Addressee's Address Only if requested Y and fee is paid) m j � I 6.Signature: (Aci resse or gent) X# vt( PS Form 3811,eDecember 1994 Y 7 1025e5-9'8's=0229` Dorr#estic Return Receipt i t is it tti tit! iii 11 UNITED STATES POSTAL SE First-Class Mail PQsldgp&Fees Paid M4 .Permit No.G-10 n O PrAw.yoyr pppe;•'Address, and ZIP Code in this box G I Down Caps: 'L:` ,, 8N twin St. — Suit@ i YeormoUth Port. aAA 02675 I I C i ai SENDER: I also wish to receive the :2 ■Complete items 1-and/or 2 for additional services. In fOIIOW w ■Complete items 3,4a,and 4b.— g services(for an a> ■Print your name and address on the reverse of this form so that we can return this extra fee): card to you. d ■Attach this form to the front of the mailpiece,or on the back if space does not 1.❑ Addressee's Address permit. 2.❑ Restricted Delivery N y ■Write"Return Receipt Requested"on the mailpiece below the article number. rY ■The Return Receipt will show to whom the article was delivered and the date Consult ostmaster for fee. :.= delivered. P a 3.Article Addressed to: \4a.Article Number 2 /D-7 7 4b.Service Type ,,,,....,,// � 0 N S ❑ Registered Certified � cn 4 t .❑ Express Mail ❑ Insured �5 /qG.�f _ El Return Receipt for Merchandise El COD a no 7.Date Delivery o r�Z4 A/4 GZ( c pc 5.Received By: (Print Name) 8.Addressees Address(Only if requested Y and fee is paid) w � � 6.Signature:Oddressee orAgegV ),I r� o' X i i%j ' i is tii if i rl; -T PS Form 381;1',December 1994 €: :i=' 102595-98-B-0229 Domestic Return Receipt { itt ftitttii it tilt if iif UNITED STATES POSTAL SERVICE First Class Mail •M _ a�&Fees Paid SE f r�p P NIQ o�c1 ..n� S O Print your n , dgfgs4 nd ZIP D041II t; uit� CIC• 930 min 02675 y��,tn Pon, MA•)'.G.¢rM� .f d�.?C.� 11111111111 Ali 111111 11 1111111 1111111111l11111111111111111l31 ai SENDER: I also wish to receive the :g ■Complete items 1 and/or 2 for additional services. following services for an y ■Complete items 3,4a,and 4b. g d ■Print your name and address on the reverse of this form so that we can return this extra fee): i card to you. v ■Attach this form to the front of the mailpiece,or on the back if space does not 1.❑ Addressee's Address d permit. 2 ❑ Restricted Delivery N � ■Write"Return Receipt Requested"on the mailpiece below the article . every number. ■The Return Receipt will show to whom the article was delivered and the date COr1SUlt postmaster for fee. delivered. a 0 3.Article Addressed to: 4a.Article Number v Ir d a *r 4b.Service Type f c l� ❑ Registered ertified ¢ n ❑ Express Mail ❑ Insured w �f`�/�r'eG, // 3d ❑ Return Receipt for Merchandise ❑ COD 0 7.Date of D el'� !/�� o ce�ved By: (Print Name) 8.Addressee's Address(Only if requested Y 5�. and fee is paid) cc p a 1�, r< ;; �ti 4f i5( fttir r�ftt4t� �rrii.l . .!f y PS r e ceipt li3 i3 UNITED STATES POSTAL SE First-Class Mail ,,��,_. stage-&Fees Paid �a, , .q uses AA i Permit No:G-10 " A Prirq yogF nc3rpe,1i8dress, and ZIP Code in this box Y Down Cape Engineering, Inc. � 939 MWn St. — Suit@ C N yarMWh Port, AAA 02675 i ! '��¢'���`'�'�Zr�t'j �J�llill�t�l'�li�lti�lii't�'Iil' ��llillillllil,tl9fil�ifif1113lSIi�Illi11331�3k1 ai SENDER: I also wish to receive the :0 ■Complete items 1 and/or 2 for additional services. following SerVIC@S for an to ■Complete items 3,4a,and 4b. d ■Print your name and address on the reverse of this form so that we can return this extra fee): card to you. d ■Attach this form to the front of the mailpiece,or on the back if spacedoes not 1.❑ Addressee's Address •2 i permit. 2.El Restricted Delivery d d ■Write"Return Receipt Requested"on the mailpiece below the article number. ry N r ■The Return Receipt will show to whom the article was delivered and the date Consult postmaster for fee. delivered. s p Q 0 3.Article Addressed to: 4a.Article Number A. 4b.Service Type c �� / cc Certified cc U O1 N El Express Mail El insured r w _ ❑ Return Receipt for Merchandise ❑ COD G 7.Date of Delivery F - o JP O 5.Received By:.(Print Name).. 8.Addressee's Address(Only if requested Y and fee is paid) t 6.Signature dreias„a-or Agent) _ O X y� l a PS Form 3811,Decernber:1994 '`• :` 102595-98-B-0229 Domestic Return Receipt t7=t!1 r 1 UNITED STATES POSTAL SERVICE First-Class MailPostage&Fees Paid USPS Permit No.G-10 •Print your name, address, and ZIP Code in this box • I M poem Cape Engineering, Irx. N 9v lain St. — Suitt C y trnxx th Port, MA 02675 C!I^` 111, ,t�l�lsN�,1, ,I�1�1,1,1i11111,st,III It►sill 111ItI1111111 ' SENDER: I also wish to receive the v ■Complete items 1 and/or 2 for additional services. following Services(for an y ■Complete items 3,4a,and 4b. d ■Print your name and address on the reverse of this form so that we can return this extra fee): n card to you. ■Attach this form to the front of the mailpiece,or on the back if space does not 1.❑ Addressee's Address ` permit. 2.El Restricted Delivery d � ■Write"Return Receipt Requested"on the mailpiece below the article number. rY N •The Return Receipt will show to whom the article was delivered and the date r Consult postmaster for fee.delivered. 'e t P a 0 3.Article Addressed to: rJ 4a.Article Number �{ Zla7 I�7 r- >7 0 4b.Service T e c 3� f n ElR. 1$�t rAM, '� ,�gyCertified ¢ / 1.� ss Mai � Hn et a eip a ndise ❑ CODw °1 i Zµ v � T ¢ 5 Re I d (Print Name) L 8. ems d�d s(Only if requested fl and is P�' c r MYI 6. e: ((AIV,ressee or Agent) ~ 2 PS Form 3811,Decem _er.199i t 02595-98-6-0229 Domestic Return Receipt UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 nt your name, address, and ZIP Code in this box • � 9 00 Down Cape Engineering, Inc. 9N Main St. -- Suits C Yariro uoo th Port, MA 02675 d SENDER: I alsav)vish to receive the ■Complete items 1 and/or 2 for additional services. f0110Win services for an to ■Complete items 3,4a,and 4b. g d ■Print your name and address on the reverse of this form so that we can return this extra.fee): card to you. > ■Attach this form to the front of the mailpiece,or on the back if space does not 1.❑ Addressee's Address •2 i permit. 2,10 Restricted Delivery a) a) "Return Receipt Requested"on the mailpiece below the article number. eve ry rn L ■The Return Receipt will show to whom the article was delivered and the date COf1SUlt postmaster for fee. ►� delivered. aiF"t. P G. o 3.Article Addressed to: 4a.Article Number'D k Gr/a /4/ �; �;;• 2 /Q a ---2'�-247 G�� - 4b.Service Type 3 E ❑ Registered Certified p� U) z S� ❑ Express Mail ❑ Insured w ❑ Return Receipt for Merchandise ❑ COD oe .E3 7. Date of Delivery o ai `� �� �,Z•2� 'o m 5.Received By: (Print Name) Addressee's Address(Only if requested Y 00 and fee is paid) t 6.Signat e: =gent) ST9 �� y: PS Forri13811' December 1994 i e' b 102595-98-13-0229 Domestic Return Receipt h I UNITED STATES POSTALiSERVICE First-Class Mail Postage&Fees Paid I f,. USPS 11 Permit No.G-10 O Print ti�our name, address, and ZIP Code in this box • I I I Down CapeEngineering, Inc. 9X Main St. -- Suite C YWrmoUth Post. AAA 02675 I _ I 5-98 09 :50 BARNSTABLE HEALTH DE PT 5087906304 P . 01 DATE:. i �tMrt Tp� FEE SARNSTSASLB,l: REC. BY Town of Barnstable sCHEU. DATE: Board of Health 67'Main Street, Hyannis IMA 02601 g e 26. susan u. S"s? Office: G8-7.0-G_._ FAX: 308-790-6304 Serener n.Nis F Ralph h ,C.1.D.1114 V AFJANCE REQUEST FORM L AI)ON Properry Address: Assessor's Map and Parcel Number: 1 2-r9 /-TI Size of Lot: % 7 15 S 0 Wetlands Within 300 Ft. Yes Subdivision dame: Business Darner APPLICANT CONTACT PERSON Name: {deft A,,1y-g-ra v Name:_ SA/Aa Address:�01 — W A- (-rr�y.Aj pa9LLkfk kddress: Phone: H-x o-qLa S Phone: FAX: FAX. V4RLANCI FRO"eI R£WLATION+Lst Res.) REASON' FOR VARIANCE(May u'tsch if more sp ce needete) •t 3 90 .2�4r.��.ar-n ono -.-- -- -- -A�isi;ic be complerad by c ,7ce Stcf"-parson rer_eiving vanxice request applicat:oni Four(1)copies of plan submitted•inc Iudine septic system Mans andlor restaurant flour plans) � Applicant understands thar the abatters must b>_notified by certified mail at least ten daps prior to meeting date a:app'icant's expense:(for Title V andlor Iccal sewage regulation variances only) Full menu submitted;for grease trap variances only) _ Variance request applicatior.fee collected ,v fee far Lfeywrdmcdifi:uwr.rcmnah. (�u's :1 dinr.3 ariaxe recM'gla[my"cane feria r-fl,aaa-+prance,to repair failed s-.5.diapow{ey>crn.��n!r d ne npeneio+re rye b�ldi+g cropoeed}) -v i _ Variance request submitted at least!5 days prior to meetin_a date Susan G,Rask,R.S.,C an \AR1ANCE"APPROVED �ZM= NOT APPROVED Sumner Kaufman,M. _ REASON FGR DISAPPROVAL__ _ Ralph A. Murphy,M. 866j l Z QJ Q Q:/wP/VAR:REQ 0 ®l s � i I T S µ � / L� ® 14 a, O® fI 11 •p� ® C ..a�A•. p9 ,�� I' O ` O O p I 9 t a ' pp O ' !, / �►.` �oJ�y'✓� � 9 1�a� v +yam ,. � �O" V V 1•, G4 ' J \ • �' I 4e .1a'a � e Ot a •• \ P O j JSAC i© o Q 41 A � dko O SIC, If �ItrJV a y • ay - 't04 O O 0 M1.y 0 V. lope O •p'c �p'p Asti /pG \ 1\ • �� ryryf a` �AL ion .+, • p kk O °pie 'OOAe 40 p 'JS 1�G10 j V'gl0 f d O 109 O ° sItso � I to • a �b q�` J I ,fa I 'c r a0 o ss ` •c 1.01 AL �a5 E •0 ;o /�O •�� 22 ' 9 138-to q� :• �c O r �qq '4C i A i i z b n /3 o 1.00 o 4 © /9 O ' r v let.(508)362-4541 ,939 main street rt 6a yarmouth port fax(508)362 9880 mass 02675 clown cope e/lfinee-Piing structural design civil engineers& land surveyors Arne H.Ojala P.E.,P.LS. December 22, 1998 Timothy H.Covell,P.LS. land court David C.Thulin,P.E. surveys Barnstable Board of Health site planning 367 Main Street Hyannis,MA 02601 sewage system Re: Local variance request for 490 Hickory Hill Circle, Osterville designs Proposed 3 bedroom dwelling Assessors Map 120,Parcel 71 inspections Dear Board Members: permits The attached is a request for a variance from the"330 Regulation Our client wishes to construct a 3 bedroom dwelling on a 17,850 sf lot at the above-referenced location. This lot lies within a WP District as shown on the"Town of Barnstable Revised Groundwater Protection Districts",dated September 1998. The water table is estimated at elevation 10'(based on the Water Table Map of Cape Cod), with the base of the system designed at elevation 63.6'. The area is served by town water and town sewer is not available. The owner has performed some research into alternative systems and finds that both the costs of installation and continual use and maintenance will cause a severe financial hardship. According to the owner,this is the last available building lot in this subdivision containing mainly 3 bedroom homes. The owner desires to construct a 3 , bedroom home near his parent's house in the same subdivision(see accompanying letter from Ken Anketell). This septic system could have been constructed in complete compliance with the 1978 Code without the need for variances. Under the Transition Rules regulation 15.005 (3)(isolated lot),the system is designed to the maximum extent feasible and is slated to be completed within 3 years of obtaining the Disposal Works Permit. The latest data obtained from the Barnstable County Lab indicate very low levels of both nitrates and nitrites at the well closest to locus(about 3000' away). The level of I nitrates measured out at under 2 mg/L and nitrites were under detection limits. I According to the lab director Dr. Bourne,anything under 2 mg/L is considered "negligible". It is our contention that the addition of one bedroom over the presumed approvable 2 bedroom system will produce no noticable effect upon nitrate levels at the public water supply well. On behalf of our client, we are requesting a variance from the Town regulation to allow a 3 bedroom house on less than an acre of land within a WP District. In that the f area readily supports 3 bedroom homes,we feel the addition of a three bedroom home will not appreciably add to the nitrogen concentration in the area. Very truly yours, Arne 1 Ojala,PE,PLS Down Cape Engineering, Inc. cc: Ken Anketell r ZCO2 87 Liam Lane Centerville Ma. 02632 2/10/98 Dear Board iviembers: I am wr:tin g in support oil'a variance request for 90 Hickory Hill Circle. I chose to move my family to Osterville because we have family ties in the area. We were very excited when we were able to purchase land in my parents' subdivision of Hickory Hills. We were unaware of the regulation change in septic system,-. We have dorie some research and found that this alternative septic system will cost anywhere from $8,000 to$10,000 more than the standard Title V Septic system. Also:), it brings with it the added cost of$20.00 per month in electricity and $125 per year inspection fee for the life of the system. These additional expenses are putting a large burden on me and my family. I am currently working two jobs just to make ends meet. My wife is a.stay is a stay-at-home mom who takes care of our 2 year old son. I truly moved my fain ly to the Cape for a better quality of liffe and to be closer to our families. Without this variance i feel it will be to much of strain on my family to make ends meet. Sincerely, Kenneth J_ A-nk-etell i DE'' =? ':)R ;TLE! ? 'Z6 1' IARD hBSLFR idASSAC8V5ET"_'S DEP/AIVISI4M OF WATER SUPPLY 'N HIMATE REPORT (FORM 118.3) PWS IN70MATION: I. PWS IDt: g0200O2 2. City/Town: OSTERVILLE 3. PWS U a► a: C&C&MARSTONS SILLS ilA2`ER DrPi. 4. PWS Class (circle one); COM, NTNC, NC 5. DEP__S0urce Cade/Location TO E. Sample Location 7. Date Colleted B. ectedy A: 4020 02-- o_ 10•DA��'IS 7 2 /9i3V G C,AxSEY He 4MOC2-0 v &4 ARBNA �' 22 98 G__-0AKLEY C: 24. S2 MCSHANE 0 U d G0 A_KT_IFIFy 9. Im the 9o•irce Treated 7 v 10. Is the Sample Chlorinated 7 hT 11. Wa.e the Sample Cclleeted after Treatment 4 N 22. Maniaolded [N; It applicable, lint the connected sources; 13. Routine (xj Sper._ [ (explain below) NotAs;. C lJ"ORATORY ANALYTICAL INFORMATION: Lah Nwr,a: WMNS A]3LE_COUNTY HEALTH Lab Cart_*: M-MAQ05 5ubcantracted 7 Sub. Lab Nana: Sub. I.ab Ca_rt.j`: COmpoaited [N] If applicable, list the compeaLted sources: Notes; Sample S H;ple Sample Sample C D i ; Result (rnq/i.) I 1,20 -- 1.96 1.�44 IMCL (m8/L) 10.0 1 10.0 10.11 i i0.t? i Detection Limit ;mg/L) 0.10 0.10 0.10 Analytical Fethod 300.0 300.0 300.0 Dare Analyzed* .07/22198 C7/23/98 07/23/96 Lab b Sample IDO 924205 824206 824207 •Hcldirlg tine for chlorinated or-n-ples is 48 hours. Ho:.dinu time for rjon-chlorinated samples is 14 days Laboratory Di ectcr,a Signature and Date �m� , , J�4►MC. ' ry" n5 f-9& Attention. Mail TWO copies of this report to your A$P Region I office within .30 daye. of receiptts a of resulnd no later than 10 days after the end of the reporting Period. rl;R DgPIDWS OSE oxZy: PZZASE ZNZTZAL AND DA.2'E AS C0XPAETED AGcepted: ;Dieapprovod: Data entered into WgTS: (p:\teacher\rep-frets.97'k.i.itratelb.2, 1Q/.15/96) HASEACRUSETTS DEP/DIVISION OF WATER sUPPLY NI XXTRTTE REPORM - - (FORM 01 C.2) I FWS INFOSJ- +TION; 1. PWS ID#: 4020002 2. Cityy/Town: OSTERV'ILLE 3. FWS N=a: C&O&YARSTON3 MIL:.S WATER DEPT. 4. PWS C aas (CbrClf-:- One) : COM, NTNC, NO 5. 2P Scurce Code/Loeat.ion ID 6. Sample Loestion 7, to Collected 8. Collected 2y At 4020002-060 DAVIS 7.,� 9 G OAKLEY Eo 402C'002-02G 3&4 ±�� 07 22 9!3 G OAKLEY C. 4424002-01G &1 2 Mc 07 22 •P8 :3 OAKLEY D: 9. oe the Source Treated 7 Y 10. Was the Sample Collected after Treatment. 7 N 11. Manifolded (NJ If appl'.cable, list the -ounected evircen., 12. Routine [XI Special J (explain below) NOtaea II LABORATORY ANALYTIcaL 1NF0-.4ATI0N: - Lab Nawai HAP-NSTABLE CC!MTY HFA?,TH Lab cert.4: Y_--v7, 09 Subcontracted 7 (Y,N) Sub. Lab Ywnez Sub. Lab cert.i: Composited [H] If applicable, list the composited sources: ATotas Samle ! Sample sample Un.ple A 1 H C I D 1 �Result (mg/L) < 0.03 < 0.05 < 0.05 iMCL (mg/L) 1.0 1.0 1.0 1.0 IBetection Limit (mg/L) 0.05 0.03 0.05 Paial'ytica' Method 300.0 300.0 300.0 Date Analyzed 07/22/98 07/23/98 07/23/98 F !Lab Sample IDO ! 824205 1 824206 824207 Labc_atory Director'a • ignature and Date ld� �►.141+e-..r Attention; Mail M- oopiee of this report to your DEF Regional Office within 30 days of receipt of results and nu later thda 10 daye after the end of the :eportina period. F05 DEPADWS UZZ OHLT, PLEASE IMIT1AL AXD DATE AS COMPLETED Accepted; Dieagproved: !Data entered into WQTS: (p:\cscchsr\rep-fans.97'\nitriteic.2, 10115196) c Lm (. let.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port _ _ mass 02675 down cope enlgineelin, civil engineers& land surveyors structural design Arne H.Ojala P.E.,P.LS. Timothy H.Covell,P.LS. land court David C.Thulin,P.E. surveys December 22, 1998 Mr. and Mrs. Kenneth Anketell site planning 87 Liam Lane Centerville, MA 02632 sewage system Re: 90 Hickory Hill Circle, Osterville designs Dear Mr. and Mrs. Anketell: A public hearing has been scheduled for the Barnstable Board of inspections Health to take action on our re quest equest for variances from Title 5 15.005 (Transition Rules) and Town of Barnstable 11330 Regulation" for the proposed construction of your septic system, permits , Said hearing will be held in the Hearing Room of the Barnstable Town office, 367 Main Street, Hyannis, MA on January 12, 1999, (oonfirm with Health Department as hearing dates are subject to change) . Sincerely, Sarah B. Ojala Down Cape Engineering, Inc. CC: Abutters file Barnstable Board of Health K abutters to Map 120, parcel: 73 Beulah S. Neet, 106 Hickory Hill Circle, Osterville 02655 77 Russell B. Haydon, 87 Hickory Hill Circle, Osterville 76 Robert and Andrea Sanford, c/o R. &M. Giovanelli, 85 Hickory Hill Circle, Osterville 103 Carol S. Field, 81 Hickory Hill Circle 4 39 70 Walter E. Henry, Jr.,Denise Green, and Mary Connor, 61 Maverick St.,Marblehead, MA 01945 72 Paul and Sharon Jones, 413 Wyoming Ave., So. Orange,NJ 07079 74 Paul R. O'Connell III, Box 611,Barnstable,MA 02630 Map 121 41 Katherine Castignetti, 39 Ray Lane,Braintree, MA 02184 A '71 m n r� I`` q Ott MASSACHUSETTS DEP/DIVISION OF WATER SUPPLY NI NITRITE REPORT (FORM AC.2)' I PWS INFORMATION: 1. PWS ID#: 4020002 2. City/Town: OSTERVILLE 3. PWS Name: C&O&MARSTONS MILLS WATER DEPT. 4. PWS Class (circle one) : COM, NTNC, NC .5. DEP Source Code/Location ID 6. Sample. Location 7. Date Collected 8. Collected By A: 4020002-06G 10 DAVIS 07 22 98 G OAKLEY B: 4020002-02G 3&4 NA • -07 22 98 G OAKLEY C: 4020002-01G 1&2 MCSHANE 07/22/98 G OAKLEY D: 9. Is the Source Treated ? Y 10. Was the Sample•Collected after Treatment ? N 11. Manifolded [N] If applicable, list the connected sources: 12. Routine [X] Special [ (explain below) Notes: II LABORATORY ANALYTICAL INFORMATION: Lab Name: BARNSTABLE COUNTY HEALTH Lab Cert.#: M-MA009 Subcontracted ? (Y,N) Sub. Lab Name: Sub. Lab Cert.#: Composited [N] If applicable, list the composited sources: Notes: Sample Sample Sample S ample Result (mg/L) < 0.05 < 0.05 "< 0.05 MCL (mg/L) 1.0 1.0 1.0 1.0 Detection Limit (mg/L) 0.05 0.05 0.05 Analvtical Method 300.0 300.0 300.0 Date Analyzed 07/22/98 07/23/98 07/23/98 Lab Sample ID# 824205 824206 824207 Laboratory Director's Signature and Date �1��� t7�1{r1 ., �, �: �/) r 1 1 Attention: Mail TWO copies of this report to your DEP Regional Office within 30 days of receipt of results and no later than 10 days after the end of the reporting period. FOR DEP/DWS USE ONLY: PLEASE .INITIAL AND DATE AS COMPLETED Accepted: Disapproved: Data entered into WQTS: .(p:\csocher\rep-frms.97\nitritelc.2, 10/15/96) MASSACHUSETTS DEP/DIVISION OF WATER SUPPLY' N NITRATE REPORT (FORM #1B.2) PWS INFORMATION: 1. PWS ID#: 4020002 2. City/Town: OSTERVILLE 3. PWS Name: C&O&MARSTONS MILLS WATER DEPT. 4. PWS Class (circle one) : COM, NTNC, NC S. DEP Source Code/Location ID 6, Sample Location 7. Date Collected 8. Collected By B: A: 4020002-06G l0.DAVIS 07 22 98 G OAKLEY 4020002-02G 3&4 ARENA 07 22 98 Y G OAKLE DC: 4020002-01G 1&2 MCSHANE 07 22 98 G OAKLEY : ., 9. Is the Source Treated ? Y 11. Was the Sample Collected after Treatment ? N 10. Is the Sample Chlorinated ? N 12. Manifolded [N] If applicable, list the connected sources: 13. Routine [X] Special [ ] (explain below) I LABORATORY ANALYTICAL INFORMATION: Lab Name: BARNSTABLE COUNTY HEALTH Subcontracted ? (Y,N] Lab Cert.#: M-MA009 Sub. Lab Name: Composited [N] If applicable, list the composited sourceSub. Lab Cert.#: Notes: Sammple Sammple Sample Sample D Result (mg/L) 1.20 1.96 1.44 MCL (mg/L) 10.0 10.0 10.0 10.0 Detection Limit (mg/L) 0.10 0.10 0.10 Analytical Method 300.0 300.0 300.0 Date Analyzed* 07/22/98 07/23/98 07/23/98 Lab Sample ID# 824205 824206 824207 *Holding time for chlorinated samples is 48 hours. Holding time for non-chlorinated samples is 14 days Laboratory Director's Signature .and Date 1)�c�S _Fh fY' ZS /9�J,A rr Attention:. Mail TWO copies of this report to your DEP Region 1 Office within 30 days of receipt of results and no later than 10 days after the end of the reporting period. FOR DEP/DWS USE ONLY: PLEASE INITIAL AND DATE AS COMPLETED Accepted: Disapproved: Data entered into WQTS: - (p:\csocher\rep-frms.97\nitratelb.2, 10/15/96) T.O.F. AT EL. 71.5' .5l1PTIC PROFILE Th.1I I' HOLE LOGS ----_- ACCESS COVER TO WITHIN f OF FW.GRAD( (NOV 10 YAAL) (WAIERT TO ENGINEER: ._A-N_.-.._O__ A._ACCES 0yxNpl 75'Of COVER OVER PRECAST WIMM r'OFRFN.GAOE ENNY DUNNINGtx SLOPE REQUIRED OVER 5Ts1(Y 69.0' WITNESS:.J - - 111/✓/'J/ _ ,•\,, _ RUN PIP[lML r OOUW[WASNLO P[ASION( OAT[:_ 12/IS/9B - \w"y fI ~ !d1 IwsY Y < 2 MIN PER INCH LO US VROPDXD - _ \ J'MAx. PERC. RATE B 7.2Y ��fEPIK: 67.0' � - TANK(H-�Q) / i _ _ 66.0' CLASS _.-SOILS Pf ir 2.5 5. - - r AT SIDES sVa po (-X SLOPE) 6•CRUSHED STONE OR REC114NGL\ COMPKTIOR.(15,721 121) ---J [LEV. DEPTH or ROW _}_ 2' 4 V ($x SLOPE) _ Ut SIZeFiLvES: OEPIN- t0• 7fo'8.4L 1r tiJ.S' O�A 6J -0- O/A 69.5' !/4• TO 1 1/2• DOUBLE WASHED STONE 2_ L$ ' n WHET OEPTN 11• IOYR J/1_ I• IOYR J/1 E .LS - 1 FOUNDATION- 10' -SEPTIC TANK - 21 D' BOX 3' LEACHING 5• IOYR 5/1 E LS LOCUS MAP SCALE 1 = 2000• FACILITY ------. _ 4- TOYR 5/I 5.0' D 8 LS LS ASSESSORS MAP 120 PARCEL 71 \ `• IOYR 6/6 24' IOYR 6/6 67.5' ZONING DISTRICT: RF-I VARIANCE REO'D: PART vlll, SECTION 8.00: HEOUESIINC A � 36• 66.7' VARIANCE FOR A PROPOSED 3 BEDROOM DWELLING ON LESS •� - YARD SETBACKS: THAN AN ACRE IN A WP DISTRICT 'A FRONT . 30' `.TRANSITION RULES t5.005: DESIGNING UNDER MAXIMUM LR1uTr � vALVEs WATER MAIN NTDAAi1 58.5' Icy C C SIDE = 15' FEASIBLE COMPLIANCE WITH ISOLATED LOT POLL 'T 1 n[)RH!.ac 63• IILXyI W - REAR = 15• H J �.c ROLi 278 MED/COS MED/COS PLAN REF.. - 199/31 FLOOD ZONE C WID LOT SB CANWO • y 2.Sr 7/4 2.5Y 7/4 E \ �Y �o 120• ---____ 59.2' 134- 58.51 L3 1j, NO WATER ENCOUNTERED N TE 42 l `(1 SEPTIC QE$If,N:,_ I�ANwcE DISPOSEM K_-NUT ALLUWLU -_.. ) 1. DATUM IS._APPIJOxIMnTEl1 FROM COTUIT OUAt) Ar411• UJBO WWIPtA !Q._....• ---• J 1 ._..._.._.__. DESIGN FLOW: - BEDROOMS (_10GPD) .J3U GPD 2. MUNICIPAL WATER IS AVAILABLE 12' \, �1 USE A 330 GPO DESIGN FLOW J. MINIMUM PIPE PNCN 10 OE I/B• PER FOOL !LP-TIC TANK: 3JO GPD ( Y ) . 6ti0 4. LIESIGN LOADING FOR ALL PRECAST UNITS 10 BE AASIIO H-10 -'ter I sy .. f7• 5. PIPE JOINTS TO BE MADE WATERTICHT. USE A 1500 CALLON SEPTIC TANK a -p - ` LEACHI 6 CONENVIRONMENTAL N MENTA DETAILS 10 BE IN ACCORDANCE WITH MASS. CNVIRUNM[NIAL CUUE HILL V. GAIL SLAB ` \, SIDES. 2 38.5 ♦ 7) 2 (.74) 134- 7. 1111S PIAN IS FOR PROPOSED WORK ONLY AND NOT 10 BE ' R ELEV.71,0• USED FOR LOT LINE STAKING. 38.5 K 7 BOTTOM: (•74) --' 199.4 B. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4• PVC. ,\ T112 "A 101A1: 450.5 S.F. 333.4 GPD 9. COMPONENTS NUT TU BE UACKFILLED ON CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED ROP P OPrvEWY ii USE 6 HIGH CAPACITY INFILTRATORS WITH 2' Of FROM BOARD OF HEALTH. STONE AT SIDES AND 0.5' AT ENDS, 13` UNDER / - TO. SEPTIC.SYSIEM IS NOT DESIGNED FOR VEHICLE LOADING / PROP. 11 / DECK OKLUNG 11 II� 1f'715• / '• LEQENDSITE AND SEWAGE PLAN b ab J� 100.0 PROPOSED SPOT ELEVATION LOT 4s // a / °` LOT 59 HICKORY HILL CIRCLE 100.0 EXISTING SPOT ELEVATION ,S( IN THE TOWN OF: 20• 10o PROPOSED CONTOUR (OSTERVILLE) BARNSTABLE Too-EXISTING CONTOUR PREPARED FOR: K. ANKETELL \ 5I• 20 0 20 40 60 Feel av /� SI BOARD 01'HKALYN , DRIVE 4 IQ* II• e,�A APPROVED DATE -- MA SCALE: 1• Y 20'_ DATE: DECEMBER 18, 1998 M 30-1a.. 101 LA1-Ae.o ca �E I o ,tea C down cape engineeFing, inc. �` .• N,EH Lt;. ,•N`CK0 a "•- •• C101 L. 4ANb1NiKwwti• 1 LAwA LAND SURVEYORS a Awm�4 ky� 4 J 58 939 main s(. yarmoulh, me 02675 iC o7AL , .. i,s. nfre TOWN OF BARNSTABLE �*THE TO OFFICE OF - = DADDITdBL i BOARD OF HEALTH �o i639• ��° 367 MAIN STREET o Nox HYANNIS,°MASS.02601 July 25, 1997 Jacques N. Morin 300 Bearses Way Hyannis, MA 02601 RE: 68 Pitcher's Way & Fawcett Lane, Hyannis Dear Mr. Morin: You are granted a variance from the Board of Health "330" Regulation in order to construct an onsite sewage disposal system at 68 Pitchers Way and Fawcett Lane, Hyannis. The variance is granted with the following conditions: (1) The septic system must be installed in strict accordance the submitted plans. (2) The dwelling shall be connected to town water. (3) No more than three bedrooms are authorized. Dens, study rooms, finished basements, sleeping lofts, and similar type rooms are considered bedrooms according to DEP. ' This variance-is granted becausethe proposed home of three bedrooms is consistent with the other existing homes.in the neighborhood. ,It is the opinion of the Board that the installation of one additional septic system which complies with Title-5; the State....._ Environmental- Code, in this area should not" significantly alter the quality of_the groundwater. , Also, the Board is of the opinion that, although:the proposed septic system does .not strictly meet the nitrogen loading requirements in 310 CMR 15.214, the applicant has achieved maximum feasible compliance because the use of an alternative-type system with nitrogen removal would exceed ten percent of the estimated real estate value. In addition this site is in an "area of concern' as defined in the Town of Barnstable Wastewater facilities plan and other alternatives are being explored for wastewater disposal in this area in the future. I . Therefore, the Board of Health is of the opinion that you have achieved maximum feasible compliance. Sincerely yours, Susan G. Rask, R.S. Chairman Board of Health Town of Barnstable SGR/bcs e 1 r whip '/ TOWN OF BARNSTABLE �t:LOCATION 90 G ka• 14 ��� ��'l' SEWAGE # VILLAGE ASSESSOR'S MAP&LOT. e , d9 INSTALLER'S NAME&•PHONE NO..�, A e v.7-S e q eh 5m? SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO.OF BEDROOMS `�OR OWNER 11L-% n/ A e-A r� PERMUDATE: �.` COMPLIANCE DATE: L'`_.� 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) Feet. Furnished by .� o CS t r No. Fe� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 01pphration for Migozar *pgtem Conotruction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. Assessor's Map/Parce 0.-0 7 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms 3 Lot Size '�0 sq.ft. Garbage Grinder(rb Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow (06 d gallons. Plan Date_f 2-22 g Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore des ribed on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to a he system in operation until a Certifi- cate of Compliance has been is d>y this Board of Healt . Sign 10 DateP Application Approved by 'J Date Application Disapproved for the following reasons Permit No. Date Issued No. / x Fee l 160 - THE COMMONWEALTH OF MASSACHUSETTS Entered in computer- m''x Yes 'PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS i [pplicatio-h for io'ooar`*pgtem�Congtruction Veruff- Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.�QT j Q y Owner's Name,Address and Tel.No. Assessor's Map/Parce/ 0-0-7 -Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. t Type of Building: Dwelling No.of Bedrooms Lot Size 17�-fU sq.ft. Garbage Grinder(/Y Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date t� Title Size of Septic Tank Type of S.A.S. Description of Soil c� s Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: _ The undersigned agrees to ensure the construction and maintenance of the afore des ribbed,on-site sewage disposal system in accordance with the provisions of Title 5 of the,Environmental Code and not to c the system in operation until a Certifi- cate of Compliance has been is d this Board of Healt .. 1 Sign . �__ _el Date ` Application Approved by Date Application Disapproved for the following reasons a Permit No. Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance _ THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired (r� )Upgraded( ) Abandoned( )by e ow at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Pp.— t No OF&I dated Installer .?.A trq 4. '%;-o/11 Designer VjW Al WI-01 The issuance of this permit shall not be construed as a guarantee that the system will--function as designed. Date Inspector d 1 —————/—————————— —————————————————————— No. � THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS xuigogar *pgtem Construction permit Permission is hereby granted to Co s ct(�lRepair( ) rade( )Ab ndon( .Fw� System located at - 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 this t. Date: , Approvedi `f r / T.O.F. AT EL. 71.5' SEPTIC PROFILE 'PEST HOLE LOGS --- - - AC(lSS COVER TO wIfMIM r Of FIN.GRADE 00111 ID luE)+ ACCESS fXMR(wAl[RIIFMT)TO AN OJALA, PE ,C✓/""/ �•- 70 YAIIYUY.75'OF COVER OVER PRECAST { slymc1 r of FN.GRADE JERRY DUNNING T 311 SLOPE REQUIRED OVER SYSTEM 69 0• WITNESS:�_- RUM PIPE LEVEL r DOUWL MASHED PEASIONE DATE: 12/15/98 FOR FOR Y PERC. RATE < 2 MIN PER INCH - @ LET 1I5 PROPOSED 1500 3'MAX. F 67.25' wuoN SEPTIC �7,0'` BTANK(H- 10 /�.,___]�\ 66.0' CLASS SOILS P r'65-,/` 2.5 Y At 5wcs sYOF . a (_i SLOPE) 5'CRUSHED STONE OR YEC� - COMPACTION.(15.271 l7D 2' C� ELEV. V'DEPTH OF TLOM -L (A-;SLOPE) �) 6J� -T _ TEE SIZES; lr - 63.5' pT O/A 69t5' wftt DEPTH.J.S7:_ 3/4' 10 1 1/Y DOUBLE WASHED STONE Y IOYH 3 1 LS OUT DEPTH. t1' L_ 1" IOYR 3/SL 1 n E LS FOUNDATION- 10' SEPTIC TANK-- 21, D' BOX 3' LEACHING 5- IOYR 5/1 E LS LOCUS MAP SCALE ) = 2000- FACILITY 4" IOYR 5/1 5.0' D B LS ILS ASSESSORS MAP 120 PARCEL 71 ` IOYR 6/6 24" 6 IOYR 6 VARIANCE REO'D: PART V111, SECTION 8.00: REOUESIING A \ ,` 36" 66.2' _ _/ 6L5' ZONING DISTRICT: RF-1 VARIANCE FOR A PROPOSED 3 BEDROOM DWELLING ON LESS •� YARD SETBACKS: THAN AN ACRE IN A WP DISTRICT � - FRONT a 30' TRANSITION RULES 15.005: DESIGNING UNDER MAXIMUM ullun I vMIER MAIN ALvES NrowCNYwr 58.5' ® C - C SIDE = 11 FEASIBLE COMPLIANCE WITH ISOLATED LOT FroLE DENARK 63" 60" REAR S' N tAc DOLT u5 MED/COS MEDICOS PLAN REF. - 199/3I FLOOD ZONE:C LOT Sd CAN S 2.5Y -1/4 2.5Y 7/4 Mwc _ i( 132 12W ' S8.5' o S92'.o L', < - - - - NOTES. NO WAFER ENCOUNTERED .._ 42- YM.I7J50 R;IIE(10 ` ir.Cj,_..... $EPTIC•LIESIGN:._ I,+/+FTwE WSPOSER 15_-NOt AL. WEU .) I. OA111M IS,_APPHO%IMA :1I IIipM COTUIT OUAD_ -_..-_•._,__ DESIGN FLOW: 3 BEDROOMS (110 GPD) =SSU GPO 2. MUNICIPAL WATER IS AVAILABLE t7. �� USE A 730 GPD DESIGN FLOW S. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT i 5FPTIC SANK: 330 GPO (?) e 660 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10 if I its 57. ` -USE A 1500 GALLON-SEPTIC TARN 5. PIPE JOINTS 70 BE MADE WATERTIGHT. � 6 CONSTRUCTION DETAILS 10 BE 1N ACCORDANCE WITH MASS. ,F'h\j 9� '` EACIII ENVIRONMENTAL COUE TITLE V. `F• 2 38.5 ♦ 7) 2 (.74) 134 7. IIf1S PLAN IS FOR PROPOSED WORK ONLY AND NOT 10 BE SL48 SIDES: -- USED FOR LOT LINE STAKING. i^ 3d.5 K 7 (.74) 3 I99.4 `` L BOTTOM: - 8. PIPE FOR SEPTIC SYSTEM TO SCR. 40-4' PVC. \ 1112 �( TOTAL: 450.5 S.F. 333.4 GPD 9. COMPONENTS NOT TO BE UACKFILLED OR CONCEALED WITHOUT ' INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED PROP DRMMAY ^11 USE 6 HIGH CAPACITY INFILTRATORS WITH 2 OF FROM GUARD OF'ffEAL1H. jj STONE AT SIDES AND 0.5' AT ENDS, I r UNDER 10. SEPTIC SYSTEM IS NOT DESIGNED FOR VEHICLE LOADING - / PROP. / DECK DIVEUMG / / W \ 'I IF' / 1^"f N SITE AND SEWAGE PLAN J 1 7.6 I fl l00.0 LOT 46 PROPOSED SPOT ELEVATION OF _ T00.0 EXISTING SPOT ELEVATION LOT 59 HICKORY HILL CIRCLE IN THE TOWN OF: 2r b 100 PROPOSED CONTOUR _ (OSTERVILLE) BARNSTABLE 100-EXISTING CONTOUR PREPARED FOR: K. ANKETELL 51' 20 0 20 40 60 F.ct \ _...... .-.._-__ / N %, BOARD OF Hum _ - _.__.... S/ �' �.`pR7/[ ` lo• 11' �,, - - MA SCALE: 1" 20' DATE: DECEMBER 18, 1998 APPROVED DATE ri so MIT-•Tn lTT•TTTo down cape engineering, Me. �•i ,l„ } �'� „,;„f41- - ^._. � I N�GK ��, c`TOIL. i.ANGIN?jL+Y1H' ��ss I � CIA" LAND SURVEYORS _.l._.. 839 mein sl. ynnuoulh, we OC'695 /i. OJAL , -- tG-s. DArP. �58 •••• SET Town of Barnstable o� &ARNUrABL = Board of Health MAM 1639. s�0� P.O. Box 534, Hyannis MA 02601 Office: 508-8624644 Susan G.Rask,R.S. FAX: 508-790-6304 Ralph A.Murphy,M.D. Sumner Kaufrnan M.S.P.H. January 13, 1999 Mr. Ken Anketell 87 Liam Lane Centerville, MA 02632 Dear Mr. Anketell: You are granted permission to construct an onsite sewage disposal system within a zone of contribution to public water supply wells at 90 Hickory Hill Circle, Osterville, MA with the following conditions: 1. No more than three (3) bedrooms are allowed. Dens, study rooms, finished attics, sleeping lofts and similar type rooms are considered bedrooms according to MA Department of Environmental Protection. 2. The applicant shall record a deed restriction at the Barnstable County Registry of Deeds regarding the maximum number of bedrooms allowed at this property, prior to obtaining a disposal works construction permit from the Board of Health. This permission is granted because the proposed home of three bedrooms is consistent with the other existing homes in the neighborhood. It is the opinion of the Board that the installation of one additional septic system which complies with Title 5, the State Environmental Code, in this area should not significantly alter the quality of the groundwater. Also, the Board is of the opinion that, although the proposed septic system does not strictly meet the nitrogen loading requirements in 310 CMR 15.214, the applicant has shown manifest injustice because this 17,850 square feet lot which is significantly larger than previous applications; is the last remaining unbuilt parcel in this subdivision. The applicant testified that his wife is employed and that he is currently working two jobs to attempt to fund his family's cost of living. If an alternative-type system was required at this site, he testified that he would not be able to fund the project. Sincerely yours, Susan G. R& Chairman Board of Health anketell/wp/q/Is F TOWN OF BARNSTABLE LOCATION '?0 %t:C IIKQi. 14 �// c,;12 SEWAGE # �l A VELLAGE dra7==`" ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACTTY /M 6 LEACHING FACII.TTY: (type) (size) NO.OF BEDROOMS �S i t� "�OR OWNER�c, iV PERMTTDATE: �'R � COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet' Furnished byL� ri.G. f ,1 Ij 9 S� - Z°� �,r L l�•Z � Z° • C 9,9/- / a a C 0 T.O.F. AT EL. 71.5' SEPTIC PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER: AH OJALA, PE 7O WITHIN 6" OF FIN. GRADE TE 28 MINIMUM .75' OF COVER OVER PRECAST 236 SLOPE REQUIRED OVER SYSTEM 69 0, WITNESS: JERRY DUNNING R v , 12/15/98 Mq�N sT RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: \I6�7 � 1500 FOR FIRST 2' PERC. RATE _ < 2 MIN PER INCH LOCUS PROPOSED 3 MAX. 67.25' GALLON SEPTIC 67.0' 66.0' CLASS I SOILS P# C7 TANK (H- 10 ) GAS 65.8' s BAFFLE 65.97' �� 2.5 % SLOPE) R MECHANICAL o 65.5' 0 2' AT SIDES SMOKE v Cry �F ( L ) �6" CRUSHED STONE O 8 COMPACTION. (15.221 [21) - $ 2' 11 o00 lr ELEV. 2 DEPTH OF FLOW 4' ( 5 y, SLOPE) sc> O 69.2' 0" 69.5 TEE SIZES: ` 13 63.5 O/A o INLET DEPTH = 10" SL LS VVV 3/4" TO 1 1/2" DOUBLE WASHED STONE 2" 10YR 3/1 LS OUTLET DEPTH =. 14 1 10YR 3/1 � I E LS FOUNDATION- 10' SEPTIC TANK 21' D' BOX 3' LEACHING 5" 10YR 5/1 E LS LOCUS MAP SCALE 1" = 2000' FACILITY 4" 10YR 5/1 B B 5.0' LS LS ASSESSORS MAP, 120 PARCEL 71 \\ � 36" 10YR 6/6 66.2' 24" 10YR 6/6 67.5' ZONING DISTRICT: RF-1 VARIANCE REQ'D: PART Vill, SECTION 8.00: REQUESTING A �VARIANCE FOR A PROPOSED 3 BEDROOM DWELLING ON LESS \ YARD SETBACKS: THAN AN ACRE IN A WP DISTRICT \ FRONT = 30' N `\, WATER MAIN SIDE = 15' TRANSITION RULES 15.005: DESIGNING UNDER MAXIMUM UTILITY \` VALVES HYDRANT 58.51 ., 60 C " C FEASIBLE COMPLIANCE WITH ISOLATED LOT POLE \ BENCHMARK 63 REAR = 15' TAG BOLT 228 PLAN REF. - 199 31 ►� ELEV = 72.84' MED/COS MED/COS / \ FLOOD ZONE: C GUY �` y 2.5Y 7/4 2.5Y 7/4 i LOT 58 WIRE \ O s 9\ 120„ 59.2' 131' 1 58.5' A\3br \� NO WATER ENCOUNTERED NOTES: LOT 47 42' LOT 59 \ C SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) 1. DATUM IS APPROXIMATED FROM COTUIT QUAD Area = 17,850 sq.ftt(PER P / n�, rr ,�.. 3 r�.rnnnn. �. 1 1 1(1 ..� ) TTO �D AVAII.ABI_E 12 �, `\� USE A 330 GPD DESIGN FLOW 3. MINIMUM PIPE WATER2. MUNiCiFAL PITCH TO BE 1/8" PER \ -' \ FOOT. f SEPTIC TANK: 330 GPD ( 2 ) = 660 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 \ 5. PIPE JOINTS TO BE MADE WATERTIGHT. 9 1500 s 37 `\ USE A ---- GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. LEACHING: ENVIRONMENTAL CODE TITLE V. 2 (38.5 + 7) 2 (.74) _ -134 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE GAR. SLAB c> SIDES: USED FOR LOT LINE STAKING. ELEV. 71.0' ` \ '� BOTTOM: 38.5 x 7 (.74) - 199.4 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4„ PVC. TH2 -- 31 TOTAL: 450.5 S.F. 333.4 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT " USE 6 HIGH CAPACITY INFILTRATORS WITH 2' OF INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED PROP DRIVEWAY ►i FROM BOARD OF HEALTH. STONE AT SIDES AND 0.5' AT ENDS, 13" UNDER 10. SEPTIC SYSTEM IS NOT DESIGNED FOR VEHICLE LOADING / � I I PROP. / DECK DWELLING / II / b IN TF = 71.5' ' m LEGEND SI TF AND SEWAGE PLAN PROPOSED SPOT ELEVATION OF LOT 46 LOT 59 HICKORY HILL CIRCLE / wa � 100x0 EXISTING SPOT ELEVATION IN THE TOWN OF: 20. too PROPOSED CONTOUR OSTERVILLE BARNSTABLE 100 EXISTING CONTOUR PREPARED FOR: � K. ANKETELL 51' 20 0 20 40 60 Feet 34' �j` BOARD OF HEALTH STO DRIVE DECEMBER 18, 1998 10, 11 O• %'5 APPROVED DATE MA SCALE: 1" = 20' DATE: off 508-362-4541 ` E\� 7• �� fox 508 362-9880 of �\ down Cape englneering, IIIC. � oARNEHA��Cs ARNE yc G :ftlL 4�G I N _E F S JAL CIVIL No. i No.2 48 No.30792 tl LAND SURVEYORS NAL 939 main st. yarmouth, ma 02675 --- - ---- ------ 987458 H. OJA�., .L.S. DATE