HomeMy WebLinkAbout777 Pilgrim Dr - 210519203017 - 1083-91ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH P.O. Box 179 - 550 Broadway • Eagle, Colorado 81631 Telephone: 328-7311 or 949-5257 or 927-3823 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1083 Please call for final inspection before covering any portion of installed system. OWNER: Mr. and Mrs. Nuttal PHONE: (713) 497-6857 MAILINGADDRESS: 1530 Crystal Hills, Houston, TX 77077 AGENT: PHONE: SYSTEM LOCATION: Lot 11, Filing 5, 777 Pilgrim Drive, Pilgrim Downs LICENSED INSTALLER: Tongs Excavating LICENSE NO. 16-91 DESIGN ENGINEER OF SYSTEM: Alpine Engineering, Inc. INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING: 1500 GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT. DISPERSAL AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: 48 Infiltrator Units per Engineer Design/Inspection portals at end of each trench. ENVIRONMENTAL HEALTH OFFICER: DATE: oa CONDITIONS: AV 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, C.R.S. 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND CAUSE FOR BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. SECTION Ill, 3.21 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED ACCORDING TO THE REGULATIONS. FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM�" /� INSTALLED ABSORPTION OR DISPERSAL AREA: 150 SQUARE FEET. ill'a 1,4 j7//alOps INSTALLED SEPTIC TANK: 1500 GALLONS DEGREES FEET SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR: PROPER MATERIALS AND ASSEMBLY YES NO COMPLIANCE WITH COUNTY/STATE REGULATION REQUIREMENTS: YES NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPR VAL OF SYSTEM IS MADE. ARRANGE A RE --I SP{EgTION WHEN WORK IS COMPLETED. COMMENTS: n BG S /viN Sp7 P/� G�S7 /�I Sv Ivl,/'cam C/fn jG /A✓ ENVIRONMENTAL HEALTH OFFICER: DATE:Jz'3� ENVIRONMENTAL HEALTH OFFICER: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS PERMIT APPLICANT/AGENT: OWNER: AMOUNT PAID: RECEIPT #: CHECK #: CASHIER: RECEIVE( EAGLE COUNTY COMMUNITY DEVELOPMENT ISDS Permit # ! Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 328-8730/927-3823(Basalt) PERMIT APPLICATION FEE 51 0.00 PERCOLATION TEST FEE ($125.00 *********************** srr��rrr��r����(((,r�t�r�r�c��rvr�rr�rrrrr�r�r��rsr�r,r�rr�crrrw�r�rsr�r;�r��r�krr PROPERTY OWNER: MAILING ADDRESS: �e�4- Now l APPLICANT/CONTACT PERSON: LICENSED SYSTEMS CONTRACTOR: ADDRESS: ********W** **** *********) PERMIT APPLICATION IS FOR: LOCATION OF PROPOSED INDIVID a Legal Description: L_e Parcel Number: a�L Physical Address: ©77 c�. b9A7 r PHONE: `7 / 9) 5-y$-15- Z,2. PHONE : 9'/9 -23 e) • PHONE: 1 * - L16 9?i NEW INSTALLATION ( ) ALTERATION ( ) REPAIR SEWAGE DISPOSAL SYSTEM: 1 r+ I. -. I- n " I - 2-n2 - size: BUILDING TYPE: - (Check applicable category) (x) Residential / Single Family Number of Bedrooms ( ) Residential / Multi -Family* Number of Bedrooms ( ) Commercial / Industrial* Type HOT TUB Yes ( ) No WATER CONSERVATION PLAN: Yes ( ) No ( ) TYPE OF WATER SUPPLY: Well) -Spring ( ) Surface ( -) Public ) Name of Supplier: Give depth of all wells within 200 feet of system: *These systems require design by a Registered Professional Engineer NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" SIGNATURE: ********** DATE: L)G� n AMOUNT PAID: S%� RECEIPT# r%�jpZ DATE: CHECK # CASHIER: TIME LOG Travel Perc Final COiMMLINITY DEVELOPMENT DE-PARTMENT ('0."1 :2S-g 7j0 EAGLE COUNTY, COLORADO September 25, 1991 500 ROAM/AY P.O. BOX 17° EAGLE. COLORAPO C 163 1 FAX (.03) :20-720 Mr. and Mrs. Nuttal c/o Alpine Engineering Box 97 Edwards, CO 81632 RE: Issuance of Individual Sewage Disposal System Permit No. 1083 Dear Mr. and Mrs. Nuttal: Enclosed is your ISDS Permit No. 1100. The enclosed copy of the permit must be posted at the installation site. You must call our office for final inspection before covering any portion of the installed system; the deadline for final inspections is December 1. If you have any questions, please feel free to contact us at the following numbers depending on your calling area: Eagle Valley 328-8730; Basalt/El Jebel 927-3823, ext. 730. Sincerely, Roger Boyd Environmental Health Assistant Community Development RB:ckc Enclosure cc: ISDS File ALPINE ENGINEERING INC COMMUNICATION RECORD 1073 PROJECT: NU%T1fLC. J08 NO. PERSON CONSULTED: 806,Ee BDYD FIRM: &W6tE, C LVAITX 40ORESS: TELEPHONE Na. PURPOSES/ OF CONTACT: Vl/�/JifT ;e cc�5 - `� �� ��qL 9Y: (>L(E INtij ?,+LMae _ COPIES TO: ❑NEMORANOUN b TELEPHOHE CONFERENCE ±MEETING MINUTES (?TRANSMITTAL ■!il 33ii!!l311333333i!!7!!77l7333f 7373i33l3373373ii7ii3l7--�333l ii 73i l3333317333iii33331i333l3 C3 FOLLOWING WAS DISCUSSED: ❑TRANSMITTED HEREWITH: P A c- A4v«r -owp.,n/-4 In A T E CoivD 1 Tnl-t2 . 6'j, 4, � "J't -'V RECEIVED EAGLE cquNTY COMMUNITY DEVELOPMENT Edwards Business Center • P.O. Box 97 • Edwards. Colorado 31632 • 303/9494640 a 30"26-3373 ALPINE ENGINEERING INC COMMUNICATION RECORD PROJECT: Na7-741,C R&S1, )6,V t !�/GG.Pi�y / ;v,�tS fOrl // JOB N0. PERSON CONSULTED: ,E?AY /ylE�'�Y FIRM: CD ADDRESS: TELEPHONE NO. PURPOSE OF CONTACT: DATE: BY: PA'LMt-P- . COPIES TO: ❑HEMORAMOUN 'UTELEPHONE CONFERENCE 13MEETING MINUTES ❑TRANSMITTAL aOsssssasWsAsaS sOssIaSsCUsasssasassaasasaLssssssassasassassaassi--ssssssssssssss=sasssssasaasasasssss ❑TRANSMITTED HEREMITH: !'1.eA 5e F111.1kif NOS. `_... _.a el _.. a /. ... _. _ . __. w i f 11 Q r r RECEIVED A01P ? 0 1-91 _ E1IGLE COUNTY G>r,VELOz MENIT Edwards Business Center a P.O. Box 97 e Edwards. Colorado 31632 • 303/949-4640 a 303/926-3373 ' ALPINE ENGINEERING INC COMMUNICATION RECORD pq:3 PROJECT: LOT 1/ 117/16K/iJ? DOl41WS F"t- - //� C4ylJl7- 1-� JOB NO. PERSON CONSULTED: eovo FIRM: �pvyey ADDRESS: TELEPHONE NO. PURPOSE OF CONTACT: SEPTlG- sYs-rc-- 4 efiftot-/c-,*LioAJ DATE: 9/23/9/ BT: 666"t% PALMED- COPIES TO: ❑NENORANOUN bTELEPHONE CONFERENCE 13NEETING MINUTES CTRANSMITTAL iiii 33aii1733333i 133i ii 3i771 i1333i 3333333 i1333 i131 i3iiii3��i313i33333333337i333iiiii333 ii33313 ❑THE FOLLOl1ING 1faS DISCUSSED: pTRANSMITTEO HEAEMITHs THE 4 v1'rAL ,ecs wcAlcc /s /-2p B c- � 4 l3Ep �oowr f/�SE _._ k/ / %ff _ fi - / ,B��eOO/Lf C� E'i/J,e� U•v rT , fO,e � TOT�1 C. D i=' S t3Eo,�oaMs. rfl E S EP 77G T/�-,dK / 5 P,Pa Pos EYJ 7a B E /soo 4�« o NS , 011 rb Aj CAG G v 4/9 r7aovSrrrE- �ATEST Edwards Business Center • P.O. Box 97 • Edwards. Colorado 81632 • 303r9494640 •303/926-3373 _ALPINE ENGINEERING INC COMMUNICATION RECORD PROJECT: _ NUTTAL DQu1 )�'S InT 1 I ILI N(:r 5 JOB NO. PERSON CONSULTED: FIRM: LE G0UNJ7 ADDRESS: TELEPHONE NO. PURPOSE OF CONTACT: `�Epilc ST-57t--M DATE: BY: Pk, LMa:e COPIES TO: NRft-IAS ITEEN) DSwEc-r \ 13ENG MINUTEOTRAN ❑MEMO RA NO UM i7 TELEPHONE CONFERENCE METIS SMITTAL _ _ _ _ !2'32333 i323�33323233333323�_333333333 i3333333333333�i 1�-333333333_3_3333333233333 _333333 (3THE FOLLOWING WAS DISCUSSED: ❑TRANSMITTED HEREWITH: �hY PI-F-ASE T Pe ryn, r 4 BEneoom + I e6-crtoom rArzErAcM = 5 if,Z, tOTArL . 1� j� 1 i�'t-a U ll�Q �So CU-eck pyaAjl'?L)�(,I SU��LtI �iPd� fii4 t� IA -A,) t (nA-rEn TN, G ee Tr�,�� - c�I, -r Y A-00CID Edwards Business Center • P.O. Box 97 • Edwards. Colorado 81632 0 3031949-4640 . 3031926-3373 A t�so� Nno►.� �e� vSE /NFlLT72ATve sysTEM Fv,2r7�-Nc#{ C�sE ��l ,LEOvGt70� F�GT7?/'2 C¢'d Io LEI�UGTION, �4 = /4-62 x , &o = 8772 sr 877,2 St= w t pe = . 2q 3 LF 4$. V►�lts x f 2q3 eEQ ►�. � Ole-,01 ��sr��eunou Box I, 82' CEP , 9s' �� z,13' bEt-P H OI.E I HOLE --*Z IZ. lizi 9 ; 3o P I. I LI 1. 32 8;4o }l,VA 1.17 __.. .. 8 42 _ �•� � __.... B�Q� �_,52' g;so 954 00 +OLE _ Ho�E+�Z _ HIE -3 8; 40 - ►, �� 8� 4Z = I, 38' �,44 ov = I,zl zo MINS Zo MINs _ - ,b7 _ .. - _ 20" 1kj - 1� 2D 42 M Its I IJCN- JIN(, 16 M i N % I NGf} A-vtErA6E (42 1- 24 + I. /-:5 = 29 M t n► � I �---' APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENNTAL HEALTH OFFICE - EAGLE COUNTY Number: P. 0. BOX 179 EAGLE, COLORADO 81631 949-5257 Vail 328-7311 Eagle 927-3823 Basalt PERMIT APPLICATIONi FEE S150.00 PERCOLATION TEST FEE S125.00 NAME OF OWNER: MR. AND MRS. MAILING ADDRESS' 1530"Crystal Hills, Houston, Tx 77077 PHONE: (713) 497-6857 NA19E OF APPLICANT (If different from owner): ALPINE ENGINEERING INC. ADDRESS: P.O. BOX 97. EDWARDs, co 81632 PHONE: 303- 926-3373 DESIGN ENGINEER OF SYSTEM (If applicable): ALPINE ENGINEERING, INC. ADDRESS: P.O. Box 97, EDWARDS. Co 81632 PHONE: 303-926-3373 PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: LONGS EXCAVATING LICENSED INSTALLER: ( x ) YES ( ) RO ADDRESS: P.O. Box 894, AVON, Co 816.20 PHONE: 303-949-4682 PERMIT APPLICATION IS FOR: (X ) NEW INSTALLATION ( ) ALTERATION, { ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Physical Address' 777 Pilgrim Drive Parcel Number: LOT 11 Lot Size: 5.8 acres Legal Description: PILGRIM DOWNS.FTTTNG #5 EAGLE, crn nRAnn BUILDING OR SERVICE TYPE (Check applicable category): x Residential - Single Family ( ) Residential - Fourplex ( ) Residential - Duplex ( ) Commercial (Type) ( ) Residential - Triplex NUMBER OF PERSONS: NUMBER OF BEDROOMS: 5 WASTE TYPES Check applicable categories : Commercial or Institutional (x ) Dwelling ( ) Non -Domestic Wastes () Transient Use (X ) Garbage Disposal x ) Dishwasher (x ) Automatic Washer ) Spa Tub ( ) Other (Specify): TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMPROPOSED: Septic Tank Composting Toilet ) Incineration Toilet Vault Privy ( Greywater ) Chemical Toilet Pit Privy ( Aeration Plant ) Recycling, Portable Use ( ) Other ( ) Recycling, Other Use WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE: ( ) YES ( x) NO IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: ( x) YES ( ) NO WATER CONSERVATION PLAN: ( ) YES ( x) NO NOTE: The Environmental Health Office may reduce the required absorption area upon approval of an adequate water conservation plan. SOURCE AND TYPE OF WATER SUPPLY: (x ) Well ( ) Spring Give depth of all wells within 200 feet of system: If supplied by community water, give name of supplier: Creek/Stream 165 ) SIGNATURE: Alpine Engineering,iiDATE: INFORMATION BELOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER: GROUND CONDITIONS: Percent ground slope 3:1; 33% Depth to Bedrock ( Per 8 profile hole) HART ER c.LAY at 5-h ! rEEP Depth to Groundwater table SOIL PERCOLATION TEST RESULTS: `- 4� _ Minutes per inch in Hole #1 24 Minutes per inch in Hole r2 76Minutes per inch in Hole #3 FINAL DISPOSAL BY: (T—X-)— Absorption Trench, Bed or Pit ( ) Evapotranspiration Above Ground Dispersal ( Sand Filter { ) Under Ground Dispersal ( ) Wastewater Pond ( ) Other M10UNT PAID: $150.00 RECEIPT NUMBER DATE: CHECK NUMBER 2435 — rASFIrFR� - NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION. MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER". (Environmental Health Dept. - Rev. 4/88) ALPINE ENGINEERING INC COMMUNICATION RECORD PROJECT: N07rAL RESIDF7.ICE Plt/21M POW►JS LOTII FILIN& JOB NO. PERSON CONSULTED: RAIY N4E2F2Y FIRM: _EAGLE Gouiv= ADDRESS: TELEPHONE NO. PURPOSE OF CONTACT: P(IC SYSTEM DATE: BY: &L_aOQ PAL "Ef! COPIES TO: BEN ttAf'ICtAS �TLF DS wEST" ❑MEMO RA NO UM 10TELEPHONE CONFERENCE CMEETING MINUTES OTRANSMITTAL aassssssassassssssaasssasaasassasass3aassas3saaasassassa=-�saaaaazsasssasasasssaasssaassaaa3as QTHE FOLLOWZMG WAS DISCUSSED: (]TRANSMITTED HEREWITH: rZPc� P LEa S E__ff r �..'_D_ TT! Ct-f �-D .-- 1,Lr-f-AiL ice,--.. r--- 4 Be rQOVA oce �Lo 15o cG-tc�. _-_IpwC.c�to�S �, SU(et44t+4-e4P. �I +� NVrT?<US WAJ VKATSO It? V"lr rMitY BE ftD fD TH-t, SIT-E. 1-r I S TIC 42 t / BEiO C Oi0 M Ff.>E'_ A TOT/i G O F S 6 E.D eoo Nl S ALS(2 AiaAcii EIQ 1 "- TytL�- hW6-'V rovs C kLcu LArIC, F rt"ME tfF?-A"CGS UN IT IS AJQT- DQSM- UGrElo Edwards Business Center • P.O. Box 97 • Edwards. 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Alosorp�iok_a.Yea__�a.kula,iotl. _ 2• scpric- rpalG 3O G v refew iCA 30 �goo X zq 311 A65o AFQe-A . 12 5 c� a lau,e� Sa.—:z5CD_ ,�= g vLola.�iok ra.le PK;k v ifs cr i c� . �2 cwik �iIAC4 __ - --- ---- ---- P Y- 4— -- --- - -- ... ..... - --- - ----- - - _ . f� = 40 -roce Ar-tA .gY WIT�iDUT' �-kP-ETAK�2 Vn� IT 5eprIG SysTcrn \ N v rrA L. tzes i C"EF A oSOP- Pnotj &CON A vs,e ImFJLTw,4me Sys 'al / A007R-e"C44 4�5E �p�lo 1e C¢d �D �EDUG710N, r2EOvGT70�t/ Fi¢C x ,boo = 78 sF •St= -: 3 w t otr = 2to LF 42. U N ITC, x G . Z5 LO"6- — 2 z, ZG -aeEGi n o lam, 6 ��SIF > DISTRI 5L nou sox i \ 2 F-OW5, to 10 v n► s r0 vi L eo s I Iun.+sLra ' •= 22 VNITS rn6e IL .5 Cf'IUC.; l 4 � ~4` l� Wp W ?/. _ �. � p � a � CN�n APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE.- EAGLE COUNTY P. 0. BOX 179 EAGLE, COLORADO 81631 949-5257 Vail 328-7311 Eagle 927-3823 Basalt PERMIT APPLICATION FEE $150.00 1 PERCOLATION TEST FEE S125.00 NAME OF OWNER: MR. AND MRS. MAILING ADDRESS: 1530 Crystal Hills, Houston, Tx 77077 PHONE: (713) 497-6857 NAME OF APPLICANT (If different from owner): ALPINE ENGINEERING INC. ADDRESS: P.O. Box 97 EDWARDS, co 81632 PHONE: 303- 926-•3373 DESIGN ENGINEER OF SYSTEM (If applicable): ALPINE ENGINEERING, INC. ADDRESS: P.O. BOX 97, EDWARDS. CO 81632 PHONE: 303-926-3373_ PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: LONG'S EXCAVATING LICENSED INSTALLER: (x ) YES ( ) Ni0 ADDRESS: P.O. Box 894 AVON, Co 81620 PHONE: 303-949-4682 PERMIT APPLICATION IS FOR: (X ) NEW INSTALLATION ( ) ALTERATION, ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Physical Address: Pilgrim Drive Parcel Number: LOT 11 Lot Size: 5.8 acres +/- Legal Description: PILGRIM DOWNS, FTLTNG #5. •AC.11- cni,. gAnn BUILDING OR SERVICE TYPE (Check applicable category): X Residential - Single Family ( ) Residential - Fourplex ( ) Residential - Duplex ( ) Commercial (Type) ( ) Residential - Triplex 14UMBER OF PERSONS: NUMBER OF BEDROOMS: 5 WASTE TYPES Check applicable categories : Commercial or Institutional (X ) Dwelling ( ) Non -Domestic Wastes ) Transient Use (x ) Garbage Disposal x Dishwasher (x ) Automatic Washer Spa Tub ( ) Other (Specify): TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMPROPOSED: Septic Tank Composting Toilet ) Incineration Toilet Vault Privy ( Greywater ) Chemical Toilet ( ) Pit Privy ( Aeration Plant ) Recycling, Portable Use ( ) Other ( ) Recycling, Other Use WILL EFFLUENT BE DISCHARGED -DIRECTLY INTO WATERS OF THE STATE: ( ) YES ( x) NO IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: ( X) YES ( ) NO WATER CONSERVATION PLAN: ( ) YES ( x) NO NOTE: The Environmental Health Office may reduce the required absorption area upon approval of an adequate water conservation plan. SOURCE AND TYPE OF WATER SUPPLY: (x ) Well ( ) Spring 165 Give depth of all wells within 200 feet of system: If supplied by community water, give name of supplier: _ SIGNATURE: &�uH "r'� Alpine Engineer in_ ,ItDrATE: ) Creek/Stream 7%z y lei INFORMATION BELOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER: GROUND CONDITIONS: Percent ground slope 3:1, 33% Depth to Bedrock (Per 81 profile hole) IAgpgg G AV at 5-6' DEEP Depth to Groundwater table SOIL PERCOLATION TEST RESULTS: i 42 _ _ Minutes per inch in Hole 01 ?4 Minutes per inch in Hole r2 16 Minutes per inch in Hole #3 FINAL DISPOSAL BY: (x ) Absorption Trench, Bed or Pit ( ) Evapotranspiration Above Ground Dispersal ( ) Sand Filter ( ) Under Ground Dispersal ( j Wastewater Pond ( ) Other M10UNT PAID: $150.00 RECEIPT NUMBER NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION. MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER". DATE: 7/a (Environmental Health Dept. - Rev. 4/88) JOB NAM[ 1083-91 ,JOB 11tt3. JOB LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL TOTAL LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 j�® NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER Printed in U.S.A 1 GRADING AND DRAINAGE \ \ \ \ \ \ PLAN /O \ 6 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ LOT II, FILING 59PILGRIM DOWNS \ \ \ \ (SA1( \ \ \ APPROX WELL' \ \ \ \ \ 1 LOCATION wU \ I \ \ PR IDE 4' COVER \ \ \ \ I + ISAVE) \ \ \ \ \ OPTI� ONAL BO \ \ WALL IF DESIRE \ \ \ \ \ \ \ \ \ I = 13 � \ \ \ TO,SAVE TREES � \ � 14 \ (S) \ \ \ \1 \ \ \ \ \ / \ - \ 17.0 (SAVE) \ CLEA /e(S`A1 E) EXIST. CUT SLOPE 3 \ \ GRADING (10-1-91) \ O' \ 0 \ INV. IN = 17. \ \ \ \ \ \ 0 \ \ \ \ \ co \ \ \ 0 \ (v \ \ I \ \ O GENERAL NOTES —\ DI R R \ \ 1. Existing topographic information is from a topographic map prepared by \ I LON \ IDE \ \ \ — _ \ \ \ \ 1 Intermountain Engineering dated June 22, 1990• \ 0 2. Proposed cut and fill slopes are 2:1 horizontal to vertical around the \ \ building, unless otherwise noted. (existingroadway cut and fill slopes Y P \ \ \ are 1 1/2:1 typical). j � \TURNAROUND \ \ 2 \ \\ 1500 GALL�0\ / \ \ \ \ \ \ `—O O \ \ \ 1 1 I SEPTIC TANK �, \ �\ \ \ \ 1 I I I 3. The designof the sewer and septic tank ter �O (NCLUDE CARETAKE"I \ \ `� \ \ \ \ \ \ \ \ 1 1 1 I obtaining percolation tests, and is subject stopreview byage bed sthe Eagle to wCounty / \ \ EDG� OF \ \ \ I Health D \\ GRAVE �RIV\ \ \ \ 1 I I h epartment. action 4. All compaction p is to be per soils engineer's recommendations. �, \ \ I I 5. Stair risers are 2 y \ \ \ GRAVEL Y\ \ \ I I I typically 7 1/2 2 .� , DRIVEWA 6. Provided minimum 2% grade and 1* deep swales. 2.4 / 2� \ \ I I I 7. See architectural plans for guardrail details. \ \ m 2 \ \ \ \ \ \ 1 I 8. Provided 4' minimum cover on sewer service, typical. 26 \ �\ \ \ \ \ \ \ \ \ \ \ 1 I I 9• Subtract 2' from proposed contours and spot elevations, except in the \ \ \ \ I clouded area, to accommodate lowering the building 2' on .June 19, 1991 CLEAN ��' \ \ \ \ I I (new FF = 22.83 basement, 31.6 and 32.5 upper floors). \ I \ \ \ \ 1 I I 10. Maintain Swale behind building. PROPOSED '. \ --CARETAKER UNIT �NV.Ol7T \ \ \ I I 1 11. All subdrains, for retaining walls, buildings, etc., per soils engineer's 21.5 .2 7_ RET 4 Ig O \ \ \ \ \ I recommendations. o oQ s \ WALL :o \ \ • GARAGE \ \ \ \ \ I I I 12. All cut slopes and site drainage to be reviewed and approved by the soils engineer. I 13. Grades against building are to be O I I ' g g per Alpine Log Homes sections and .22.83 \ \ \ \ 1 1 I I I details. If grading differs from proposed grading per this plan, contact \K N \ \ \ 0 \ \ \ (SA E) \ \ I I civil engineer at once. \ I I (SAVE) I I I ° MAN \ \ \\ \ \ I o \ PROPOSE6 DWELLINGLOWER \ 5 \ \ \ I I I I I 30 \ \ I 1 s• \ \ \ M; w4r��FA \ 26 \\\ FGO\ \ \ \ \ \ \ (SAVE) 27. SLABON2DE FF ELEV. 2�3 \ I I I I I I ' I —29 28 \ LEGEND \ \ \ \ .2e.s 30 UPPER FLO\ \ I I II II I I II / PROPOSED CONTOURS 22 ELEV. 31.6 EXIST CONTOURS — 2 O O EXIST TREE ,REMOVE AS REOD \ \ \ DEC1 I I \ 42 40 3 MIN. I' DEEP \ O� * 32 I I I I ' COLUMN DECK SUPPORTS \ 3e 6 \ SWALE \ \% \ I I I I 0 NOTE: vQP� 1 \ I I I PROPOSED BOULDER WALL oocn THE 1500 GALLON SEPTIC TANK AND ABSORPTION \ \ S\EP I I �� TRENCH PER SHEET 2 OF 2 WAS SIZED, PER EAGLE \ \ \ \ \ \ \ I I I CLEANOUT COUNTY DEPT. OF HEALTH, (ISDS PERM17 NO. 1100) TO \ 290 PROPOSED DRAINAGE ARROWS 3O _ - --- - —+ INCLUDE THE 4 BEDROOM HOUSE, AND A I BEDROOM \ \ \ \ ' \ eE�9w I I CARETAKER UNIT. \ � \ * PROPOSED SEWER LINE (4" PVC) ••••••••••••••• CARETAKER UNIT GRADING ADDED OCT I, 1991 \ \ I I PROPOSED SPOT ELEVATION .22 \ \ \ ,� \ UPPER FLOOR I I F,ELD VERIFY O \ \ \ FF ELEV. = 32.5 1 I I I CONTOURS BEHIND \ CARETAKER UNIT ION \ \ \ \ 1 PRIOR TO CONSTRUCT ` \ \ I I I I DECK I SLAB ON GRADE WALK, ETC \ \ \ \ 1 I I I I I 3FT \ \ \ 3Q.8 29,8 • • gf� I I I I \ \ \ \ 1 DEC I I I I 2 \ I \ \ \ \ 1 I I I 2' TO 3' 3.5 FT MAX RECEIVED f I I DIAM BOULDERS JAN 0 9 MIN I FT '1992 DEEP SALE � ///``��i%EAGLE COUNTY COMMUNITY DEVELOPMENT 16 12 10 \ I✓� BOULDER WALL DETAIL 2� 2tI I \ I 30 28 ' 24 2 TO 3' DIAM. \ I 3I 12 26 BOULDERS, MIN. I \ 8 6 3 ALPINE �O BOULDER WALL DETAIL NTS ENGINEERING INC. PL VISED 7- A- 91 EDWARDS RWINFO-, C'EN fFR + Pu. EIM 97 EUWARDS, (YOIOPADO 81632 1A N ! 1 A 1 1 `)" ! r) t j I • 301 97G 3 t 73 FAX 926 iwi • OVERALL SITE PLAN AND SEPTIC SYSTEM LOT 11, PILGRIM DOWNS, FILING N0. 5 PROVI NF if fi _ 1. /1 INV. NOTED PER PLAN (PVC PIPE) SECTION A -A SCALE: I" = 4' SCALE 1 " = 30" 3 R �Np N HAfOER CLAY IT 4'- 5' - NOTES: PROVIDE 6' MIN. BETWEEN TRENCHWALLS -PROVIDE 5' MIN CLEAR HORIZ BETWEEN TREES AND SEWER PIPES AND SEPTIC TANK / -PROVIDE INSPECTION PORTALS PER EAGLE COUNTY REGULATIONS �190 - PROVIDE RISERS ON SEPTIC TANK I - TO FINISH GRADE - COMPLY WITH ALL EAGLE CO. REGULATIONS REGARDING SEPTIC SYSTEM INSTALLATION INSPECT DISTRIBUTION BOX ON A �\ YEARLY BASIS TO VERIFY EQUAL DISTRIBUTION OF ABSORBTIION ENT TO LINE. EACH 210— 7 INSTALL INFILTRATOR SYSTEM PER MANUFACTURES RECOMMENDATIONS / AND EAGLE COUNTY HEALTH DEPT. / \ \ REQUIREMENTS / / < LC \ ///PO AL /.. ,;° / f ALIGN TRENCHES TO FOLLOW CONTOURS, AND PROVIDE MIN. COVER PER SECTION A -A PROVIDE MIRAFI 140N 5' EACH SIDE OF BENDS OVER INFILTRATOR SYSTEM IF GAP BETWEEN UNITS EXCEEDS 1/2" /i //� / / INFILTRATOR SYSTEM PROPOSED / �S IC T l KER SEE SECTION A -A // / ' SEE I" 10' GRADPS AND DR INA LAN -FIELD ALIGN TO AVOID EXISTING TREES -PROVIDE 4' MIN COVER AND 2•/ MIN SLOPE PROVIDE 10' N­. //// / -PROVIDE CLEANOUTS AT BENDS TO PROP. LII,_ t�. ..T. .. Z - 2'x 3' CONC. BOX PROVIDE 4' COVER ON SEWER Seeding We recommend that the disposal field be seeded after installation of the subsurface disposal system. A good native grass cover will promote evapotranspiration from the field. We recommend using a seed mix such as a "Foothills, Pasture, or Prairie- mixes available at local feed and seed stores. These mices do not require irrigation and develop a growth 10 to 15 inches high. 'No auto%tic sprinkler system should be installed above the disposal field. Operation and maintenance plan Tle owner must realize an onsite sewage disposal system is considerably differert from public sewer services. The owner must be aware of and assume the responsLuility for continued maintenance of the system. We recommend the pumping of the septic tanks at the end of the first year of use to monitor sludge accumulxion and at a minimum of every 2 years afterward. There are also daily considerations, such as not putting plastic or other nonbiodegradable material down thesewage disposal system. Also, water use must be carefully monitored so toilets are not allowed to run when seals malfunction. To illustrate the point, it shou_i be noted a running toilet will consume in excess of 1000 gallons per day if allowed to run. As the system is designed for only 900 GPD. Excessive loading (such as from running toilets) will flood and irrevocably harm the system, and stress the onsite well. We also caution you against installation of a water softener. The high levels cf salt from the backwash of a water softener is detrimental to all onsite sewage tisposal systems and a separate drywell should be constructed -for the backwas}waste if a water softener is installed. No landscaping or plastic can be installed over the disposal field which will reduce evapotranspiration from the fiel;. — SEE SHEET CI FOR DETAILED GRADING THIS AREA w Z J w ` _ - LOT 11 0 IZ PILGRIM DOWNS POINT EXISTND INVERT Lli FILING NO. 5 B 186 183 0 C 190 187 I D 186 183 o 0 E 190 187 F 186 183 G 190 187 H 186 183 SEE SECTION A -A � y 1 REVISED 7-25-91 FOR FUTURE CARETAKERS UNIT AS BUILT 10-9-91 011 DATE 7-22-91